HomeMy WebLinkAbout1601 Rinehart Rd 17-00001953; INTERIOR REMODELCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 17-00001953
Documented Construction Value: $ 99.888.0
.Job Address: 1601 Rinehart Rd, Sanford, FL 32771 Historic District: Yes ❑ No ❑
Parcel JD: Residential ❑ Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Denio ❑ Change of Use ❑ Move ❑
Description of Work: Interior Remodel at existing McDonald's inside of WalMart
Plan Review Contact Person:
Phone:
Nanie
Street:
City, State Zip:
Name Southland Construction, Inc.
Street: 172 W. 4th St.
City, State Zip:
Namc:
Street:
City, St, Zip:
Bonding Cofnpany:
Address:
Fax:
Property Owner Information
Phone:
Resident of property'?
Contractor Information
Phone: 407.889.9844
Fal: tylerc@scifl.com
Apopka, FL 32703 State License No.: CBC1259144
Email:
Title:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON T'tIE JOB SITE BEFORE THE FIRST INSPECTION. 1F YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COtMNIENCEII IENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be perrormed to meet standards of alt laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
rurnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with Clic elate of application and the code in effectas o ' hal (lale: 51" Edition (2014) Florida Building Code
Revised: June 30, 2015 V— � �� ) t> r /� -v ^` Permit Application
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--- SANFORD
110Z i a Nnr
(WALMART UPFRONT)
REVISION HISTORY
REVISION NO. I DATE I REVISION TYPE I NOTES
A PERI IIT ISSUEF, ':�PAU - :;!v,-�j
-- i VVi i Fi TFSE �NORK AND NIOT AS
AUTH R!TV TO VIOLATE. CANCAITFRrRSET
PROVISIONS OF THE T EO LAICAL
CODES. r OR SHALL !SS(JAN • v°
CJI L OFA"iCIAL FROM ' ER
REQUIR NG A CORRECTION
UCTION OR VIOLATIONS OF TK ODE
McDONALUS - SANFORD - (REMODEL
BUILDING INFORMATION:
ADDRESS:
STATE SITE CODE: 009-1286
NATIONAL #:
28767
STREET ADDRESS:
1651 RHINEHART ROAD/ST. JOHNS BLVD (WM #3207
CITY:
SANFORD
COUNTY:
SEMINOLE
STATE:
FLORIDA
ZIP CODE:
32771
STRUCTURE:
8" MASONRY & STEEL LOAD BEARING WALLS, STEEL ROOF FRAMING
UTILITIES:
SPLIT UTILITIES: GAS GRILLS & FRYERS, HVAC & WATER HEATER
BUILDING CODES:
GOVERNING JURISDICTION
BUILDING CODE EDITION:
MECHANICAL CODE EDITION
ELECTRICAL CODE EDITION:
PLUMBING CODE EDITION:
ADDITIONAL CODE EDITION:
BUILDING DATA:
CITY OF SANFORD
FLORIDA EXISTING BUILDING CODE
FLORIDA BUILDING CODE
FLORIDA MECHANICAL CODE
NATIONAL ELECTRICAL CODE
FLORIDA PLUMBING CODE
FLORIDA FIRE PROTECTION CODE
FLORIDA ACCESSIBILITY CODE
OCCUPANCY- USE GROUP A-3
CONSTRUCTION TYPE: VB
NUMBER OF STORIES: 1
BUILDING HEIGHT- N/A
DINING AREA: 1,238 S.F.
NON -DINING AREA- 820 S.F.
TOTAL NET 2,058 S.F.
CLASSIFICATION OF WORK: ALTERATION LEVEL 2
LIFE SAFETY SYSTEM:
EMERGENCY LIGHTING- X YES _ NO
EXIT SIGNS- X YES _ NO
FIRE ALARM AND SMOKE DETECTION
SYSTEM (KITCHEN EQUIPMENT): X YES NO
PANIC HARDWARE: X YES —NO
FIRE SPRINKLERS: X YES —NO
DESIGNER OF RECORD:
2014
2014
2014
2011, NFPA 70
2014
2012
2014
ARCHITECT: John A. Baer, AIA 500 W. Fulton Street 407.322.6841
CPH, Inc. Sanford Florida 32771
MECHANICAL David J. Melfi, PE 500 W. Fulton Street 407.322.6841
PLUMBING: CPH, Inc. Sanford, FL 32771
ELECTRICAL: Tim Nash, PE 500 W. Fulton Street 407.322.6841
CPH, Inc. Sanford, FL 32771
CONSTRUCTION PROJECT MANAGER:
MANAGER: Ramon Santos 10150 Highland Manor Dr. Ste. 470 813.630.9634
Tampa, FL 33610
DRAWING INDEX
REVISION
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GENERAL NOTES
GENERAL CONTRACTOR RESPONSIBILITY
ABBREVIATIONS
LOCATION MAP
>_
m
1. DRAWINGS ARE IN INCHES UNLESS OTHERWISE NOTED.
GENERAL CONTRACTOR SHALL FOLLOW THE " PROJECT MANUAL FOR
2. DIMENSIONS ARE GIVEN TO FACE OF CONCRETE PRECAST, FACE OF CONCRETE
MCDONALD'S STANDARD BUILDING PROGRAM (ISSUE 2013) SECTION 00100
MCDONALD'S
WITHOUT FINISH, FACE OF CMU WITHOUT FINISH AND FACE OF METAL STUD
ABV
ABOVE FINISHED FLOOR
GA
GAGE, GAUGE
RAD
RADIUS
PROJECT
SHEATHING, UNLESS NOTED OTHERWISE.
AFG
ABOVE FINISHED GRADE
GALV
GALVANIZED
RWL
RAIN WATER LEADER
SITE
1. GENERAL CONTRACTOR SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTING CONDITIONS
AP
ACCESS PANEL
GC
GENERAL CONTRACTOR
REC
RECESSED
3. PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND
AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE
ACOUS
ACOUSTICAL
GL
GLASS, GLAZING
REF
REFERENCE
REGULATORY REQUIREMENTS.
ARCHITECT.
ACT
ABOVE
GFRC
GLASS FIBER
RFL
REFLECT(ED), (IVE), (ING)
AFF
ACOUSTICAL CEILING TILE
REINFORCED CONCRETE
REFR
REFRIGERATOR
4. KEEP THE PREMISES NEAT AND CLEAN AT ALL TIMES.
2. NOTIFY THE ARCHITECT IN WRITING OF ANY UNEXPECTED CONDITIONS THAT ARE UNCOVERED
ADD
ADDENDUM
GMU
GLASS MASONRY UNIT
REINF
REINFORCE
{
V
AFTER BEGINNING WORK.
ADH
ADHESIVE
GT
GLASS TILE
REM
REMOVE
5. PROTECT ALL AREAS ADJACENT TO THE WORK AREA, OR THROUGH WHICH
ADJ
ADJACENT
GB
GRAB BAR
REQ'D
REQUIRED
MATERIALS MUST PASS, TO PREVENT DAMAGE RESULTING FROM CONSTRUCTION OR
3. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLESS
ADJT
ADJUSTABLE
GRD
GRADE (ING)
RES
RESILIENT
O
MATERIALS' HANDLING. RESTORE TO EXISTING CONSTRUCTION ORIGINAL
OTHERWISE INDICATED.
AGG
AGGREGATE
GRT
GROUT
RT
RESILIENT TILE
CONSTRUCTION IFIWHEN DISTURBED.
A/C
AIR CONDITIONING
GA
GAGE, GAUGE
RET
RETURN
'
n~
4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE
AHU
AIR HANDLING UNIT
GALV
GALVANIZED
RA
RETURN AIR
v
6. WHEN "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS
AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE
ALT
ALTERNATE
GC
GENERAL CONTRACTOR
REV
REVISION
w
ARE USED, INTERPRET AS "TO BE REVIEWED BY THE ARCHITECT".
WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION
ALUM
ALUMINUM
GL
GLASS, GLAZING
RH
RIGHT HAND
OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION.
ANCH
ANCHOR, ANCHORAGE
GFRC
GLASS FIBER
R
RISER
7. FOLLOW THE MANUFACTURE'S STRICTEST WRITTEN RECOMMENDATIONS FOR
AB
ANCHOR BOLT
REINFORCED CONCRETE
RFG
ROOFING
at Rinehart goad 5a
HANDLING, INSTALLATION, AND/OR APPLICATION OF ALL MATERIALS AND/OR
5. GENERAL CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT, APPROVALS, INSPECTIONS,
ANOD
ANODIZED
GMU
GLASS MASONRY UNIT
RD
ROOF DRAIN
PRODUCTS CONSISTENT WITH THE SKILL AND CARE NECESSARY FOR THE ORDERLY
CERTIFICATE FOR COMPLIANCE, AND ASSIST WITH THE CERTIFICATE OF OCCUPANCY AS REQUIRED
APPROX
APPROXIMATE
GT
GLASS TILE
RM
ROOM
PROGRESS OF WORK.
UNLESS OTHERWISE NOTED.
ARCH
ARCHITECTURAL
GB
GRAB BAR
RO
ROUGH OPENING
AD
AREA DRAIN
GRD
GRADE (ING)
RB
RUBBER
8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.
6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS OTHER THAN GENERAL BUILDING
AUTO
AUTOMATIC
GRT
GROUT
SND
SANITARY NAPKIN
PERMITS REQUIRED FOR SUCH WORK SHOWN ON THE DRAWINGS. SUCH PERMITS SHALL BE
AVG
AVERAGE
GYP
GYPSUM
DISPENSER
" ^'
9. ALL FLOOR ELEVATIONS ARE GIVEN TO TOP OF CONC. SLAB (TOC), TOP OF WALL
OBTAINED BEFORE STARTING THE WORK. SEPARATE PERMITS ARE REQUIRED FOR THE
BSMNT
BASEMENT
GWB
GYPSUM WALL BOARD
SCHED
SCHEDULE
(TOW), OR TOP OF FLOOR FINISH (FEE), AS INDICATED.
INSTALLATION OF ALL EXTERIOR SIGNAGE. THE CONTRACTOR SHALL ACQUIRE THESE PERMITS AND
BM
BEAM
HP
HANDICAPPED
SLNT
SEALANT
PAY ALL REQUIRED FEES PRIOR TO THE SIGNAGE INSTALLATION.
BRG
BEARING
HR
HANDRAIL
SECT
SECTION
F -'t
10. PERFORM ALL WORK INA WORKMANLIKE MANNER.
BEL
BELOW
HBD
HARD BOARD
SHTH
SHEATHING
N
7. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FACILITIES DURING CONSTRUCTION
BET
BETWEEN
HDW
HARDWARE
SHT
SHEET
11. ALL GYPSUM BOARD WORK REQUIRED CORNER BEADS AND NEEDS TO BE
FOR THE COMPLETE BUILDING OPERATION. THIS SHALL BE TEMPORARY ACCESS, EXIT, CORRIDORS,
BIT
BITUMINOUS
HDWD
HARDWOOD
SM
SHEET METAL
Lu
APPROVEDBY THE ARCHITECT AND INSPECTOR BEFORE FINISHING IT.
LIGHTING, FIRE PROTECTION, MAIN CORRIDOR PROTECTION, A/C & ALL INFRASTRUCTURE REQUIRED
BLK
BLOCK
HD
HEAD
SV
SHEET VINYL
"
o
DURING THE FINAL STORE OPERATION.
BD
BOARD
HTG
HEATING
SH
SHELF, SHELVING
12. ALL DISTANCES, DATA AND EXISTING STRUCTURES AND UTILITIES ABOVE OR
BOT
BOTTOM
HVAC
HEATINGNENTILATING/
SHR
SHOWER
BELOW THE GROUND, WITHIN THE LIMITS OF THIS PROJECT SHALL BE CHECKED BY
8. GENERAL CONTRACTOR SHALL REMOVE ALL TEMPORARY ITEMS AT THE COMPLETION OF WORK
BW
BOTTOM OF WALL
AIR CONDITIONING
SIM
SIMILAR
VICINITY
MAP
W
THE CONTRACTOR. IN CASE OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIED
AS REQUIRED.
BIR
BRACKET
HT
HEIGHT
SKLT
SKYLIGHT
w
IMMEDIATELY IN ORDER THAT CLARIFICATION MAY BE MADE.
BRK
BRICK
HPT
HIGH POINT
SOG
SLAB ON GRADE
9. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGS
BRZ
BRONZE
HC
HOLLOW CORE
SD
SOAP DISPENSER
4
13. SITE SURVEY DRAWINGS ARE FOR INFORMATION ONLY. CONTRACTOR SHALL
INCLUDING ALL REVISIONS AND ADDENDA.
BLDG
BUILDING
HM
HOLLOW METAL
STC
SOUND TRANSMISSION
-
0000
P,,,� �� xl. 6
°�
VERIFY AND PROVIDE ALL SITE SURVEY REQUIRED FOR THE WORK OF THIS
BUR
BUILT-UP ROOFING
HB
HOSE BIBB
CLASS
�''.`
000
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PROJECT_
10, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND
REQUIREMENTS DURING CONSTRUCTION.
CAB
CUH
CABINET
CABINET UNIT HEATER
HORIZ.
IN
HORIZONTAL
INCH
S
SC
SOUTH
SOLID CORE
D; a
Itcma
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rn t
Q
14. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING
CPT
CARPET (ED)
INCL
INCLUDE(D), (ING)
SPEC
SPECIFICATION
t iY�l'1 J'r ���ti�4jr.�
Li eQ
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WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS AND
11. AFTER COMPLETION, GENERAL CONTRACTOR SHALL CLEAN WHERE EVER SUCH CLEANING IS
CI
CAST IRON
IC
INSIDE CLEAR
SA
SPRAY ACOUSTIC
�`tF� f"rpt t 1
��
Q m 2
SHALL BE INCLUDED AS PART OF THE CONTRACTORS WORK.
REQUIRED, INCLUDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. REMOVE
CB
CATCH BASIN
ID
INSIDE DIAMETER
SQ
SQUARE
Osteen
FROM THE PREMISES TRASH, TOOLS, EQUIPMENT AND EXCESS CONSTRUCTION MATERIALS.
CLG
CEM
CEILING
CEMENT
INSUL
INSULATE(D), (ION)
S/S
STAINLESS STEEL'
ppOp
S
INT
INTERIOR
ST
STAIR
;'` l=;
_ _ 0 Z
12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE TO
CTR
CENTER
INV
INVERT
STD
STANDARDDOpppppppp��0
1601 Rinehart Road
COMPLETE THE WORK OUTLINED IN THESE DOCUMENTS, INCLUDING ITEMS WITHIN THE SPACE
CT
CERAMIC TILE
JAN
JANITOR
STA
STATION
_
4
ABOVE THE CEILINGS (STRUCTURAL MEMBERS, CONDUITS, MECHANICAL DUCTS, INSULATION,
CHBD
CHALK BOARD
JT
JOINT S
STL
STEEL
}`' `
N o
RECESSED LIGHT FIXTURES, AND CEILING CONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTOR
CO
CLEAN OUT
J
JOIST
STO
STORAGE
ro
SHALL BE RESPONSIBLE TO MAINTAIN THE FINISHED CEILING HEIGHT ABOVE THE FLOOR AS
CLR
CLEAR
KIT
KITCHEN
STRUC
STRUCTURAL
m 2a- N - a
INDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS.
CLO
CLOSET
LAM
LAMINATE
SUSP
SUSPENDED
CC) Q w N
COL
COLUMN
LAV
LAVATORY
SYS
SYSTEM
L 6' ° a` t6 �` Z
W'5 �2dO
13. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWS HAVING
COMP
COMPRESS(ED), (ION),
LCC
LEAD COATED COPPER
TKBD
TACKBOARD
u'
0
JURISDICTION WEATHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE DRAWINGS.
(IBLE)
LH
LEFT HAND
TEL
TELEPHONEJ
w o
CONC
CONCRETE
LT
LIGHT
TEMP
TEMPERED
w
14. CONTRACTOR WILL VERIFY WITH THE A.A.A., A.E.E. AND THE PUBLIC WORK DEPARTMENT THE
CMU
CONCRETE MASONRY UNIT
LS
LIGHT SWITCH
TC
TERRA COTTA
I},Itar,r+t,1f`
Oulecia
-
LOCATION OF ALL INFRASTRUCTURE, EVEN IF THEY ARE NOT SHOWN ON DRAWINGS.
15. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION WALLS IF THEY ARE REQUIRED
CONST
CONT.
CONTR
CONSTRUCTION
CONTINUOUS
CONTRACTOR)
LWT
LTL
LVR
LIGHT WEIGHT
LINTEL
LOUVER
TZ
TEX
THK
TERAZZO
TEXTURED
THICK(NESS)
aha e1
{ R
C o
C N o
ti N
^ 6
Q
DURING THE CONSTRUCTION PROCESS.
CJT
CONTROL JOINT
MACH
MACHINE
TPD
TOILET PAPER
t- o � r`"-, N
CG
CORNER GUARD
MB
MACHINE BOLT
DISPENSER
t:.- . bV+ t'r I .�
m • s .a r
16. GENERAL CONTRACTOR SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT, TOOLS,
CORR
CORRIDOR
MH
MAN HOLE
T&G
TONGUE AND GROOVE
N
o a t6 - o C. <
LABOR AND SERVICES NECESSARY FOR COMPLETION OF THE PROJECT.
CTSK
COUNTERSINK
MFR
MANUFACTURE (ER)
T&B
TOP AND BOTTOM
a ? �
'
ALL WORK ALL WORK IN CONFORMITY THOSE
CRS
CYD
COURSE
CUBIC YARD
MAS
MASONRY
TG
TOP OF CONCRETE
1
MCDONALD'S
c. c
w Lo
17. GENERAL CONTRACTOR SHALL PERFORM WITH
MO
MASONRY OPENING
TF
TOP OF FOOTING
PROJECT SITE
"
a
LAWS HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE
DEPT
DEPARTMENT
MTRL
METERIAL(S)
TJ
TOP OF JOIST
J
DRAWINGS.
DTL DETAIL MAX MAXIMUM TSL TOP OF SLAB
DIAG
DIAGONAL
MECH
MECHANICAL
TST
TOP OF STEEL
STANDARD
SYMBOLS
a -0 � o o' U)
18. SHOP DRAWINGS:
DIAM
DIAMETER
MC
MEDICINE CABINET
TW
TOP OF WALL
D LIS a T W
A. SUBMIT A SCHEDULE OF SHOP DRAWINGS PRIOR TO COMMENCING WORK.
DIM
DIMENSION
MED
MEDIUM
TW
TOWEL BAR
?-0 3 �a) o
- `�
B. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVISION WHERE REQUIRED BY PLANS
DW
DISH WASHER
MTL
METAL
TR
TREAD
c o m
AND SPECIFICATIONS, WITH AMPLE TIME TO REVIEW AND APPROVE.
DPR
DISPENSER
MIN
MINIMUM
TRANS
TRANSP1*1RENT
a
KEY NOTE
o J o o ° aa)
C. ALL SHOP DRAWINGS, INCLUDING EQUIPMENT AND MATERIALS, SHALL BE REVIEWED AND
DISP
DISPOSAL
MISC
MISCELLANEOUS
TYP
TYPICAL
2 a o n 'an, o
APPROVED BY THE ARCHITECT PRIOR TO ORDERING OF FABRICATION.
DR
DOOR
MIR
MIRROR
UC
UNDERCUT
a' o
DO
DOOR OPENING
MOD
MODULAR
UL
UNDERWRITER
1�
REVISION TAG
N •• f° � °' -0 E � �
O 8 c o 0
19. GENERAL CONTRACTOR TO SUBMIT TIMEFRAME & CONSTRUCTION PHASES SCHEDULE.
DBL
DOUBLE
MR
MOISTURE RESISTANT T
LINO
UNLESS NOTED
°i o N
`o
20. GENERAL CONTRACTOR TO PROVIDE OWNER WITH ONE COMPLETE SET OF ACCURATE,
DA
DN
DOUBLE ACTING
DOWN
MLDG
MTD
MOLDING, MOLDING
MOUNTED
UR
OTHERWISE
URINAL
�7
DOOR TAG
�/� «- iu - c
�/r
FULL-SIZED AS -BUILT RECORD DRAWINGS FOR PERMANENT RECORD.
DWR
DRAWER
MULL
MULLION
VERT
VERTICAL
\\//
r f°
DWG
DRAWING
NAT
NATURAL
VG
VERTICAL GRAIN
--� `� `� L " 0
21. FULLY WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR 1 YEAR FROM DATE OF
DF
DRINKING FOUNTAIN
NOM
NOMINAL
VIF
VERIFY IN FIELD
Oq
WINDOW TAG
N c o
ACCEPTANCE. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND
EA
EACH
NC
NONCORROSIVE
VEST
VESTIBULE
c `0 c E
DEFECTIVE DURING WARRANTY PERIOD. EXTEND ALL MANUFACTURER'S WARRANTIES TO THE
OWNER.
E
ELEC
EAST
ELECTRIC(AL)
N
NA
NORTH
NOT APPLICABLE
VP
VIN
VENEER PLASTER
VINYL
A
oUo�.E�?.cu
c a o
J F_.- - u 2
EWC
ELECTRIC WATER COOLER
NIC
NOT IN CONTRACT
VCT
VINYL COMPOSITION TILE
PARTITION TYPE
`�I 0. � � to o °' s
EL
ELEVATION
NTS
NOT TO SCALE
VWC
VINYL WALL COVERING
L^ n w "c is ° 6 o
ELEV
ELEVATOR
NO
NUMBER
WC
WATER CLOSET
-0 b N ° o c c
0 m c a' Y
EMER
EMERGENCY
OG
ON CENTER
WH
WATER HEATER
°' o
REFER TO "PROJECT MANUAL FOR MCDONALD'S STANDARD BUILDING PROGRAM ISSUE 2013 FOR
( )
ANY DISCREPANCIES BETWEEN DRAWINGS AND MCDONALD'S STANDARD BUILDING PROGRAM
ENC
ENG
ENCLOSE (URE)
ENGINEER(ING)
OPNG
OPP
OPENING
OPPOSITE
WR
WP
WATER RESISTANT
WATERPROOFING
7
COLUMN DESIGNATION
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c E
ENAM
ENAMEL
OPH
OPPOSITE HAND
WT
WEIGHT
V
REFER TO SECTION 15 ON "PROJECT MANUAL FOR MCDONALD'S STANDARD BUILDING PROGRAM
EPT
EPDXY PAINTED)
OZ
OUNCE
WWF
WELDED WIRE FABRIC
_
"E a -o E c@n
o >'
"
ISSUE 2013 FOR ANY DISCREPANCIES BETWEEN DRAWINGS AND MCDONALD'S STANDARD BUILDING
( )
EQ
EQUAL
OD
OUTSIDE DIAMETER
WWM
WELDED WIRE MESH
ROOM
° a� m m c X a>
PROGRAM, FOR BASIC MECHANICAL MATERIALS AND METHODS
EQUIP
EQUIPMENT
OA
OVERALL
W
WEST, WIDTH, WIDE
101
Q F o Y
EXH
EXHAUST
OH
OVER HEAD
WIN
WINDOW
aoi o
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REFER TO SECTION 16 ON "PROJECT MANUAL FOR MCDONALD'S STANDARD BUILDING PROGRAM
EX
EXISTING
PTD
PAINT(ED)
WG
WIRE GLASS
ROOM NAME & NUMBER
a
(ISSUE 2013) FOR ANY DISCREPANCIES BETWEEN DRAWINGS AND MCDONALD'S STANDARD BUILDING
EXP'D
EXPOSED
PR
PAIR
WM
WIRE MESH
Fl 00,00
PROGRAM, FOR BASIC ELECTRICAL MATERIALS AND METHODS
EXP
EXPANSION, EXPOSED
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PANEL
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PARTICLE BOARD
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FACE OF FINISH
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GENERAL INFORMATION
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
1 V
IVU I t: I NIZ OUALt Ur I I-1LJL I'LHIVJ MAY h1HVL UWAINULU UUC I U KLF'KUUUU I IUN
3-5/8" 18 GA. MTL.
STUD HORIZ.
BRACE BETWEEN.
JOISTS @ 6-0" O.G.
MAX. - ATTACH TOI�
TOP JOIST W/ (1) #10 9
TEK SCREW EA.
END
1/2" GYP BD OR PLYWOOD
BACKUP EACH SIDE AS
INDICATED ON FINISH
SCHEDULE
18 GA CONT. TRACK
ATTACHED TO CONC. SLAB
W/ (2) 0.145 P.A.F. @ 24" O.C.
MAX. ATTACH EA. STUD TO
TRACK W/ (1) #10 TEK
SCREW EA. SIDE
BOTTOM 6" OF BACKUP
TO BE CEMENT BD. -
MIN. 1/2" ABOVE SLAB --r
NOTE:
INTERIOR RESTROOM
PARTITIONS TO EXTEND
MIN. 6" ABOVE FINISH _
CEILING.
EXIST. CONC.-----=--_
SLAB I _
�—EXIST. JOIST (TYP.)
18 GA CONT. TOP TRACK - ATTACH TO
EA. HORIZ. BRACE W/ (1) #10 TEK
SCREW, & TO EA. STUD W/ (1) #10 TEK
SCREW EA. SIDE
NOTE:
WALLS WITHIN 2 FEET OF WATER
CLOSETS, URINALS & HAND SINKS
CLG. AS r SHALT_ BE CEMENT BOARD
SCHEDULED TO 4 FEET A.F.F.
WALL TAG CHART <A>
MTL. STUD PARTITION TYPE:
ALL PARTITIONS TYPE'A' UNLESS
NOTED OTHERWISE
"A" = 3 5/8"
STUD SPACING:
16" O.C. NON -LOAD BEARING
STUD GAUGE:
LOAD BEARING: 18
NON -LOAD BEARING: 20
FLOOR AS
SCHEDULED
DOOR SCHEDULE
43'-74” T-11
N
FLOOR PLAN �
A1.0 SCALE: 1/4" =1'-0" „
DOOR #5 - KITCHEN DOOR
1. HINGES: HAGER BB1279 US26D 4 1/2x4 1/2,1-1/2 PAIR, OR EQUAL
2. LOCKSET: SCHLAGE ND50PD RHODES US26 D FINISH
ROOM FINISH SCHEDULE
MARK
DOOR
FRAME
NOTE
MARK
MATERIAL
SIZE
TYPE
MATL
SIZE TYPE
*
1
S.C. WOOD W/ LAM.
3' -0"x6' -8"x1 3/4"
D
STL.
2"JAMB & HEAD 01
TEMPERED GLAZING
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1. HINGES: HAGER BB1279 US26D 4 1/2x4 1/2,1-1/2 PAIR, OR EQUAL
2. LOCKSET: SCHLAGE ND50PD RHODES US26 D FINISH
ROOM FINISH SCHEDULE
MARK
ROOM NAME
FLOOR
BASE
A
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WALLS
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REMARKS
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100 COST. SERVICE 01 1 1 01 1 1 1• •1 • 1 e I 1 01 1 1 VERIFY FINISHES WITH DECOR COMPANY
Lw 101 DINING • s • • • Loi 1 sVERIFY FINISHES WITH DECOR COMPANY
STAFF 102 KITCHEN • s s s • VERIFY FINISHES WITH DECOR COMPANY
oraYLo O GENERAL FINISH NOTES
N co
w 1. ALL INTERIOR WALL & CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE W/ ASTM
4" l l Q E84 OR UL 723. FINISHES SHALL MEET CLASS C FLAME SPREAD 76-200 SMOKE
U) DEVELOPMENT 0-450 (PER SEC 803.1, FBC 2010)
Zh 2. DECORATIVE MATERIAL SHALL NOT CONCEAL EXITS, EXIT LIGHTS, FIRE ALARM STATIONS,
�r —
HOSE CABINETS, AND EXTINGUISHER LOCATIONS
O FRAME TYPE - 01
3. FLOOR TILE:
A. MUST BE APPROVED BY McDONALD'S U.S. RESTAURANT DESIGN & CONSTRUCTION
DEPARTMEN
B. MUST BE NO LARGER THAN 12"X12"
C. MUST MEET THE FOLLOWING: STATIC COEFFICIENT OF FRICTION (PER ASTM
F1677-05): LEVEL SURFACES: MINIMUM 0.50 DRY AND WET
4. PROVIDE CEMENT BOARD BACKER OR EQUIVALENT AT ALL CERAMIC TILE LOCATIONS.
GENERAL NOTES
1. THE PLAN LOCATION OF FIXTURES AND EQUIPMENT AND ARE
INTENDED TO CONVEY THE GENERAL INTENT OF THE WORK IN
SCOPE AND LAYOUT. THEY ARE NOT INTENDED TO SHOW IN
MINUTE DETAIL FOR EVERY AND ALL OF THE ACCESSORIES
INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK,
BUT IT IS UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS
WORK.
2. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A
NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE
ARCHITECT RESERVES THAT RIGHT TO DIRECT THE REMOVAL
AND REPLACEMENT OF ANY ITEM, IN HIS OPINION THAT DOES
NOT PRESENT AN ORDERLY AND REASONABLY NEAT OR
WORKMANLIKE APPEARANCE. THE REMOVAL AND
REPLACEMENT SHALL BE DONE WHEN DIRECTED BY THE
GENERAL CONTRACTOR AND WITHOUT ADDITIONAL COST TO
THE OWNER.
3. THE CONTRACTOR SHALL COMPLY WITH THE
MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS TO
THE EXTENT PRINTED INFORMATION IS MORE DETAILED OR
STRINGENT THAN REQUIREMENTS CONTAINED DIRECTLY IN THE
PLANS.
4. PATCH AND REPAIR ALL AREAS AFFECTED BY RENOVATION
TO MAINTAIN THE INTENDED USE AND IN FULL SATISFACTION OF
SPECIFICATIONS AND WARRANTIES OF (AFFECTED ITEM/S)
MANUFACTURER.
5. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS,
DIMENSIONS, AND ELEVATIONS PRIOR TO FABRICATIONS AND
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT AND
ENGINEER OF ANY DISCREPANCIES PRIOR TO FABRICATIONS
AND CONSTRUCTION.
LEGEND
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EXISTING WALL TO REMAIN
NEW METAL STUD WALL / INFILL
KEY NOTE
KEY NOTES
EP EXISTING ELECTRICAL PANELS TO REMAIN
FL
FDRAWINGS
HS
NEW FLOOR TILE - REFER TO INTERIOR
EXISTING HANDSINK TO REMAIN
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FLOOR PLAN
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
LIGHTING FIXTURE SCHEDULE:
NEW PANEL LFS-2 FEEDER CIRCUIT
VOLTAGE DROP PERCENTAGE = 0.16%
ELECTRICAL GENERAL NOTES
PANEL LFS-2 (EXISTING)
I3RKR
LAMPS
GGT
CCT TRP BRKR
REQ
MARK
SYMBOL
DESCRIPTION
DIFFUSER
BALLAST
MOUNTING
MANUFACTURER AND CATALOG NUMBER
20
1
3
4 1 20
20
1
WATTS
TYPE
20
1
7
8 1 20
20
1
9
10 1 20
20
1
11
12 1 20
PS -1
1
SIMPLY MODERN VIVID
_
8W
LED
_
PENDANT
SECURITY LIGHTING: # SMVS-PS-WM-108LED-W
1
17
STICKS
20
1
19
20 1 20
20
1
P-1
22 3 I00
SIMPLY MODERN VIVID
FEATURE DRUM PENDANT
—
8W
LED
-
PENDANT
SECURITY LIGHTING: # SMVS-P-WCT-408LED-BS
MLO AIC: SEE NOTES D1, Miauntinj: Recessed.
.TAGE WATTS
DROP A Q C 0E_CRIPTION
oda
MENU BOARD
KITCHEN LIGHTING
0.2 700 DINING LIGHTING'
DINING ROOM RECEPTACLES
FREEZER CASE
FRONT COUNTER POS
UHC TABLE
PREP TABLE
POS RACK/SERVER
UNDERCOUNTER REFRIGERATOR
WORKTOP FREEZER
BLENDER
GENERAL PURPOSE DCO'S
FRY DISPENSER
MEAT FREEZER
OPTION NEON SIGN
UNIVERSAL HOLDING CABINET
UNIViEkSAI Hf: LDING CABINET
Q`ING OVEN
Q ING OVEN
EMERGENCY LTG/EXIST SIGNS
---............. --- ---
I
'= EQUIPMENT TO BE ON I SQLATED GROUND, SEE
NOTES ON E1.1
3PH, 4W,
DESCRIPTION
COFFEE DOCKING STATION'
SODA TOWER
BOOSTER 14OMP
SPARE
C:OOLEi " LIGHTINGIDOOR HTR
FREEZER LIGHTING/DOOR HTR
KVS/VIDEO MONITOR 0FFI(aE
RECEIPT.PRINTER POS
CREW ROOM DCO'S
LFS-3 PANEL
UNIVERSAL HOLDING C;ABINE.I-
UNIVE SAL HOLDING CABINET
SPARE
HEATED LANDING ZONE
HEATED LANDING ZONE
ICE MACE REMOTE CONDENSOR
ICE MACH RENIOTE CONDENSOR
RECEPTACLE NEXT TO COFFEE MAKER
Conneot-Am
Demand Am
0
ELECTRICAL LFS-2 PANEL SCHEDULE IS TAKEN FROM AS -BUILT INFORMATION. ACTUAL FIELD
CONDITIONS MAY DIFFER. CONTRACTOR SHALL FIELD VERIFY ACTUAL CIRCUIT BREAKERS ON
LFS-2 PANEL. CONTRACTOR TO UPDATE INDEX CARD.
BL or
NOTE: NOTE:
NEW LIGHTING UTILIZING EXISTING NO NEW CIRCUITRY IS REQUIRED
CIRCUITS FROM EXISTING LFS-2 FOR NEW DEVICES AND LIGHTING.
PANEL ALL ITEMS WILL BE RECONNECTED
TO THE EXISTING CIRCUITRY
INDICATED FOR THAT SAME
PURPOSE.
,TTS
B G
NEW PANEL LFS-2 FEEDER CIRCUIT
VOLTAGE DROP PERCENTAGE = 0.16%
ELECTRICAL GENERAL NOTES
PANEL LFS-2 (EXISTING)
I3RKR
TRP
GGT
CCT TRP BRKR
REQ
PLS
NO.
NO, PL,S REQ
20
1
1
2 1 20
20
1
3
4 1 20
20
1
5
1 6 1 20
20
1
7
8 1 20
20
1
9
10 1 20
20
1
11
12 1 20
20
1
13
1.4 1 20
20
1
15
16 1 20
20
1
17
18 1 20
20
1
19
20 1 20
20
1
21
22 3 I00
20
1
23
24
20
1
25
26 --- --
20
1
27
28 i 20
20
1
29
30 1 Z
20
1
31
32 1 20
20
i
33
34 1 20
20
1
35
36 1 20
30
1
37
38 1 20
30
1 1
39
40 1 20
20
1 1
1 41
42 1 2Q
'= EQUIPMENT TO BE ON I SQLATED GROUND, SEE
NOTES ON E1.1
3PH, 4W,
DESCRIPTION
COFFEE DOCKING STATION'
SODA TOWER
BOOSTER 14OMP
SPARE
C:OOLEi " LIGHTINGIDOOR HTR
FREEZER LIGHTING/DOOR HTR
KVS/VIDEO MONITOR 0FFI(aE
RECEIPT.PRINTER POS
CREW ROOM DCO'S
LFS-3 PANEL
UNIVERSAL HOLDING C;ABINE.I-
UNIVE SAL HOLDING CABINET
SPARE
HEATED LANDING ZONE
HEATED LANDING ZONE
ICE MACE REMOTE CONDENSOR
ICE MACH RENIOTE CONDENSOR
RECEPTACLE NEXT TO COFFEE MAKER
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Demand Am
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ELECTRICAL LFS-2 PANEL SCHEDULE IS TAKEN FROM AS -BUILT INFORMATION. ACTUAL FIELD
CONDITIONS MAY DIFFER. CONTRACTOR SHALL FIELD VERIFY ACTUAL CIRCUIT BREAKERS ON
LFS-2 PANEL. CONTRACTOR TO UPDATE INDEX CARD.
BL or
NOTE: NOTE:
NEW LIGHTING UTILIZING EXISTING NO NEW CIRCUITRY IS REQUIRED
CIRCUITS FROM EXISTING LFS-2 FOR NEW DEVICES AND LIGHTING.
PANEL ALL ITEMS WILL BE RECONNECTED
TO THE EXISTING CIRCUITRY
INDICATED FOR THAT SAME
PURPOSE.
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ELECTRICAL GENERAL NOTES
1.
EXISTING CONDUIT ROUTING IS UNKNOWN.
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2.
WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR
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DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF
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EXACT PLACEMENT.
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3.
RELOCATE/REWORK EXISTING ELECTRICAL AS REQUIRED TO FACILITATE
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RENOVATION.
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CONTRACTOR SHALL MAINTAIN CONTINUITY TO EXISTING FIXTURES AND/OR
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DEVICES REMAINING.
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5.
LOCATIONS SHOWN FOR DISCONNECT SWITCHES SHOWN ON DRAWINGS ARE FOR
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GENERAL INFORMATION ONLY.
6.
MOUNT ALL DISCONNECT SWITCHES FOR MECHANICAL EQUIPMENT WITHIN SIX (6)
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FEET OF EQUIPMENT AS REQUIRED BY APPLICABLE CODES AND STANDARDS.
7.
LED FIXTURES DENOTED AS EMERGENCY LIGHTING SHALL BE POWERED WITH
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DUAL LITE LIGHTING INVERTER MODEL # LGI25-T. INVERTER SHALL BE CAPABLE OF
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ILLUMINATING FIXTURE 100% FOR 1.5 HOURS TO COMPLY WITH NEC SECTION 700
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AND UL924. E.C. SHALL NOT INSTALL MORE THAN EIGHT FIXTURES TO EACH
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INVERTER. PROVIDE ADDITIONAL INVERTERS AS NECESSARY.
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8.
ALL LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE.
a 700
2 Amps
9.
EC SHALL COORDINATE LOCATION OF ALL EXTERIOR LIGHTS WITH McDONALD'S
1 AmPs
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PROJECT MANAGER TO AVOID INTERFERENCE WITH ANY CORBELS, TRUSSES,
BEAMS OR OTHER SPECIAL EXTERIOR TREATMENTS. INSTALL LIGHT FIXTURES
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WITH CORRECT ORIENTATION PER MANUFACTURER'S INSTRUCTIONS.
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10.
EC SHALL FIELD VERIFY THAT ALL LIGHT FIXTURES SHOWN ON THIS PLAN DO NOT
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OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. IF A DISCREPANCY
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IS FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE GC BEFORE THE
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INSTALLATION OF SUCH FIXTURE(S).
11.
EC SHALL INSTALL ALL SOFFIT LIGHTING FIXTURES AWAY FROM BUILDING WALL.
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12.
THE USE OF "MC" CABLE IN LENGTHS OF 6 FEET OR LESS (WHERE PERMITTED BY
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LOCAL CODES) SHALL BE ALLOWED FOR WIRING TO THE LIGHTING FIXTURES.
"ROMEX" OR "BX" SHALL NOT BE USED.
ELECTRICAL LIGHTING PLAN j�
SCALE: 1/4" =1'-0"
E] KEYNOTES
ElINTERCEPT AND EXTEND CONDUIT AND WIRING TO
RELOCATED LIGHTING CIRCUIT. E.G. SHALL VERIFY
THE AVAILABILITY OF CIRCUITS INDICATED ON THIS
DRAWING FOR REUSE AND MAKE REVISIONS AS
REQUIRED TO ACCOMMODATE THE CONNECTION
AND CONTROL OF NEW LIGHTING.
[2 CONTRACTOR SHALL INTERCEPT AND EXTEND
CONDUIT AND WIRING TO SERVE NEW LIGHTS.
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Milwaukee, WI I Fond du Lac, WI
imply Modern Vivid Optiml d
1601 Rinehart RD I Sanford, FL 1 32771
Sheet Index
PAGE
DESCRIPTION
1-1
Cover Page
1-1 a
Requirements
1-2
Floor Plan
-2b
Shaded Plan
I -2c
3-D Views
I -2d
3-D Views
1-3
Finish Plan
1-4
Reflected Ceiling Plan
1-5
Elevations
-5a
Elevations
-5b
Elevations
-5c
Elevations
1-6
Details
I -6a
Details
1-7
Graphics
1-8
ISI Specifications
I -8a
ISI Specifications
1-9
GC Specifications
I -9a
GC Specifications
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Project Number
103439
Sheet Title
Cover Page
Sheet
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GENERAL REQUIREMENTS
Summary of Work
• The information in this set of drawings describes the fixtures, furnishings
and other items delivered by ISI to the site address. In the event that ISI
is contracted to install the product, the items are noted on drawings as
provided by ISI. Items specified by ISI but riot installed by ISI are noted
in the drawings and specifications arid re -called out as "installed by G.C."
(General Contractor). Items noted to be installed by the General
Contractor may include the General Contractor's subcontractors or other
entities hired by the Owner/Client.
• The drawings and specifications produced by ISI include elements that
are not part of ISPs responsibilities to install. As part of ISPs design
services to the Owner/Client, ISI specifies interior elements for the
overall design.
Work Covered by the Contract Documents
. In the event that the work is to be phased in time, notes depicting "future"
describe items installed at a later date.
• The General Contractor is responsible for the means and methods and
final coordination of all contract elements from all contracts. The ISI
Lighting Layout, if included, is provided as a guideline to complete the
intent of the design. The ISI core drill plan, if included, is the basis for
location of design elements, fixtures and furnishings. The General
Contractor agrees to provide ISI with actual field dimensions verifying
existing locations of walls, openings, columns, fixed elements and any
other physical element of the project. If field dimensions are not provided
prior to ISI product production the General Contractor may be responsible
for charges related to any field changes, product alterations of product
being re -produced.
Work by Owner/Client
• At the time of drawing arid specification finalization by ISI, some items
described in the contract documents may include Owner/Client furnished
products, salvaged material arid equipment, products delivered to the
OwnedClient and Owner/Client installed products. Unless specifically
noted in the contract documents arid drawings, the installation of these
items is the Owner/Client's responsibility.
Summary of Contracts
• The Owner/Client may contract with multiple entities to complete the
project in these drawings. The contractors separately contracted to
complete the Work may include a General Contractor, Kitchen Equipment
Supplier, Equipment Vendors, Landscaping Contractor and others. The
General Contractor is considered the prime entity on site with the
responsibility for site readiness, project scheduling and coordination of all
separate contracts.
Work Sequence
• The Owner/Client arid the prime contractor, frequently the General
Contractor, are responsible for orchestrating the sequence of work and
work readiness for ISI and all contractors to complete the work. Changes
to sequencing, site readiness, scheduled time and scope of work rnay
cause a change order to be issued to the Owner/Client.
Contract Interface
. The Owner/Client Is responsible for providing ISI drawings and
specifications to the General Contractor. The Owner/Client is responsible
for providing any other contractor or vendor drawings and specifications
to ISI that is related to ISPs completion of the work. The General
Contractor is responsible for coordination of all drawings and
specifications, arid installation of any back-up material to support ISPs
product as noted in the contract documents. The Owner/Client arid
General Contractor are responsible for communication of any schedule,
scope or other changed to the project c
t that may
affect ISI's completionlet
ton
of the work.
OWNERSHIP AND USE OF DOCUMENTS
QUALITY REQUIREMENTS
• Drawings, schedules arid specifications and other instruments of
Codes
service are and shall remain the property of ISI whether or not the
• ISI is not licensed to provide signed/sealed drawings. ISI cooperates
Project for which they are prepared is completed or executed. If
with all Owner/Client's licensed professionals and other licensed
the Owner has paid ISI the compensation described in Section VI,
professionals to provide drawings and specifications that meet local
the Owner shall be permitted to retain copies, including a set of
codes.
non -reproducible copies of drawings, schedules and specifications
G
for information and reference in connection with the Owner's use
Laws
and occupancy of the Project. If the Owner without ISI approval
• ISI strives for the contract documents to conform to the Title III of the
modifies the drawings, schedules and/or specifications, ISI is not
Americans with Disability Act (ADA). ISI is not licensed to provide
responsible for any loss, cost or damage relating to use or
signed/sealed drawings. ISI cooperates with all Owner/Client's licensed
application thereof. The Owner may not use the drawings,
professionals to provide drawings and specifications that meet the
schedules, specifications or other instruments of service
requirement of 2010 ADA Standards for Accessible Design. ISI cannot
provided here under for any project other than the Project or for
be responsible for construction deviations by others from the design
any other purpose. ISI (or, as appropriate, its subcontractor) is the
that may create situations out of compliance with the ADA.
author and owner of all drawings, schedules, specifications or
other instruments of service provided here under and retains all
• Title III prohibits discrimination on the basis of disability in the activities
statutory and common law copyrights and other rights. Upon
of places of public accommodations and requires newly constructed
termination of this Contract for Design Services by ISI due to the
and altered places of public accommodation - as well as commercial
Owner's breach, the Owner shall no longer have the right to use
facilities - to comply with the ADA Standards.
drawings, schedules, specifications and other instruments of
6
service. The Owner may not permit any third party to use such
Accessible Routes
drawings, schedules, specifications and other instruments of
• Plans to comply with 2010 ADAStandards forAcessible Design
service, except as expressly provided herein and with respect to
section 206
the Project. ISPs written permission must be obtained prior to using
such drawings, schedules, specifications and other instruments of
• 206.2.5 Restaurants and Cafeterias. In restaurants and cafeterias,
service for future additions or alterations to the Project. The designs
an acessible route shall be provided to all dining areas, including
depicted within the contents of the drawings belong to ISI and that in
raised or sunken dining areas, and outdoor dining areas.
future "fulfillment" stages of the project that these designs and
drawings may not be used by the Owner to shop for other
Clearances at Doors
manufacturers to fulfill the intent of the design. In other words, ISI is
the sole proprietary manufacturer of the items in the design.
• Plans to comply with 2010 ADA Standards forAceessible Design
section 404.
• All computer files containing conceptual imagery, illustrations and all
a
images within the contract documents in the form of artwork or other
• 404.2.4 Maneuvering Clearances. Minimum maneuvering clearances
graphic design remain the intellectual property of ISI.
at doors and gates shall comply with 404.2.4. Maneuvering clearances
All rights reserved.
shall extend the full width of the doorway and the required latch side
T
or hinge side clearance.
WORK RESTRICTIONS
Protrusions
• Plans to comply with 2010 ADA Standards forAcessible Desgn
Access to Site
section 307.
• The Owner/Client and General Contractor agree that 151
ca
representatives may visit the site at any point during construction in
• 307.2 Protrusion Limits. Objects with leading edges more than 27
the interest of completing ISPs work.
inches (685 mm) and not more than 80 inches (2030 mm) above the
finish floor or ground shall protrude 4 inches (100 mm) maximum
Coordination with Occupants
horizontally into the circulation path.
• ISI agrees to cooperate with the Owner/Client and Owner/Client's
L3)
representatives to complete the work as described in the contract
Seating
documents. The Owner/Client agrees to provide conditions
• Plans to comply with 2010 ADA Standards forAceessible Design
conductive to accurate and timely completion of the work.
section 226.
Use of Site
• 226.1 General. Where dining surfaces are provided for the
• The General Contractor agrees to provide conditions conducive to
consumption of food or drink, at least 5 percent of the seating spaces
complete installation of ISPs work upon delivery of ISI product. The
and standing spaces at the dining surfaces shall comply with 902. In
General Contractor agrees to cooperate with ISI installation crews
addition, where work surfaces are provided for use by other than
in the interest of completion of the work. The General Contractor
employees, at least 5 percent shall comply with 902.
will inform ISI if there are any physical restrictions that may impede
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the completion of ISPs work.
• 226.2 Dispersion. Dining surfaces and work surfaces required to
comply with 902 shall be dispersed throughout the space or facility
containing dining surfaces and work surfaces.
ADMINISTRATIVE REQUIREMENTS
Floor Finishes
• Plans to comply with 2010 ADA Standards forAceessible Design
Proiect Coordination
The Owner/Client arid General Contractor are responsible nsible for
section 302.
management and communication of schedule which allows adequate
time for production, shipment and installation of design elements in
• General. Floor and Ground surfaces shall be stable, firm, and
the expect time frarne.
resistant and shall comply with 302.
slip r
slip r
Project Meetings
• Project meeting that ISI representatives may attend include
Outlet Location
• Plans to comply with 2010 ADA Standards forAceessible Design
pre -construction meetings, pre -Installation meetings and post
section 308.
installation/punch list meetings. Two weeks notice of meetings is
requested to ensure ISPs participation.
Built -In Elements
• Plans to comply with 2010 ADA Standards for Accessible Design
c
section J02.
• 902.1 General. Dining surfaces arid work surfaces shall comply with
902.2 and 902.3.
• 902.2 Clear Floor or Ground Space. A clear floor space complying
with 305 positioned for a forward approach shall be provided. Knee
and toe clearance complying with 306 shall be provided.
• 902.3 Height. The tops of dining surfaces and work surfaces shall be
28 inches (710 mm) rninirnurn arid 34 inches (865 mm) maximum
above the finish floor or ground.
• 904.4 Sales arid Service Counters. Sales counters and service
counters shall cornply with 904.4.1 or 904.4.2. The accessible porion
of the counter top shall extend the same depth as the sales or service
counter top.
t`- Ln
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`6" MAX 17" - 25"
FIGURE 306.2 KNEE CLEARANCE
8" MIN
NhI
25" MAX--'
11" MIN
FIGURE 306.3 KNEE CLEARANCE
Signage
• Plans to comply with 2010 ADA Standards forAceessible Design section 703.
• 703.4 Installation Height and Location. Signs with tactile characters shall comply
with 703.4.
• 703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall be
located 48 inches ('1220 mm) minimum above the finish floor or ground surface,
measured from the baseline of the lowest tactile character and 60 inches (1525 mm)
maximum above the finish floor or ground surface, measured from the baseline of
the highest tactile character.
• 703.4.2 Location. Where a tactile sign is provided at a door, the sign shall be
located alongside the door at the latch side. Where a tactile sign is provided
at double doors with one active leaf, the sign shall be located on the inactive
leaf. Where a tactile sign is provided at double doors with two active leafs,
the sign shall be located to the right of the right hand door. Where ther is no
wall space at the latch side of a single door or at the right side of double doors,
signs shall be located on the nearest adjacent wall. Signs containing tactile
characters shall be located so that a clear floor space of 18 inches (455 rain)
minimum by 18 inches (455 min) rninirnurn, centered on the tactile characters,
is provided beyond the arc of any door swing between the closed position and
45 degree open position.
Permits
• All permits and fees are the responsibility of the Owner/Client and their agents. ISI
agrees to provide drawings arid specifications to be included in permit sets as
needed.
EXAMINATION AND CLOSE OUT REQUIREMENTS
Examination and Preparation
• ISI provides design services and custom product design and manufacture to each
Owner/Client. ISI is not the prime contractor responsible for coordination of all
contractors and vendors. ISI relies upon the Owner/Client and General Contractor
to review all contract documents from multiple vendors for the work. ISI expects to
provide revisions as needed for proper coordination of the entire work within
reasonable commercial practice should other elements of the project cause change.
Revisions to the work that affect time and scope may be subject to change order
acceptance.
Site Readiness Conditions
• Prior to the delivery and installation for 151 fixtures, decor, and furnishings:
• Interior wall finished including, but not limited to, wall
coverings, wainscoting, paint, chair rail, molding, shall
be completely installed.
• The floor is broom clean.
• Floor and base tile to be grouted, cleaned and in place for a
minimum of 48 hours.
• The floor is broom clean.
• All openings to have glazing -arid frames installed.
• The HVAC system to be installed and in use.
• The ceiling grid and tile or other system to be installed.
• Lighting fixtures to be installed.
• Water supply convenient to work space.
• Electrical service of two '120v/30 amp circuits to be available.
• Work space to be free of other contractors attempting to complete their
work.
• Durnpster available for packaging disposal.
• Finished parking lot or subsurface within 1" of finish grade for delivery of
product.
Cleaning and Waste Management
• The cleanliness arid maintenance of the site is the responsibility of the General
Contractor. ISI agrees to dispose of its own packaging and other installation
waste In the disposal system Prvvclad by the General Contractor. IS[
agrees to
maintain a clean arid free for hazardous work space. ISI agrees to us Owner/Client
supplies cleaning materials for the final wipe down at time of project sign -off. The
Owner/Client is responsible for the final cleaning of the space and all design
elements.
Protecting installed Construction and Design Elements
• ISI does riot accept responsibility for its product replacement that is due to
misuse by other entities during construction. The General Contractors is
responsible to protect ISI product from being climbed upon, scratch or
otherwise damaged once ISI's product has been delivered, and or after
installation is substantially complete.
Warranties
•
Limited Warranty. 151 warrants to the Owner/Client that the products sold
here under will be free from material defects in workmanship and material
under normal use and service for a period of one year from the date of
ISI's delivery of products to the delivery point. There is NO WARRANTY
in cases of damages in transit, negligence, abuse, abnormal usage,
misuse, accidents, norma) wear and tear, damage due to environmental
or natural elements, failure to follow ISPs instructions, or improper
installation, storage or maintenance.
• Warning: ISI advises that furniture and decor not come in contact with
caustic chemicals (acetone, paint thinner, muriatic acid, nail polish
remover, bleach, 409) that will damage the metal finish and/or the seat.
Floor cleaning chemicals other than (kadet) quarry tile cleaner may
permanently damage the metal finish of your chairs and nullify the
warranty.
*'Mopping Floors: All freestanding chairs should be removed
frorn the cleaning area to prevent rnop water and chemicals
from adversely affecting the metal chair (especially beneath
chair leg guards).
. Acid Washing: If floors are periodically acid washed, then all
chairs should be removed from the dining room to avoid the
acid solution from corroding the chair frame finish. Frames
that come into contact with corrosive chemicals will appear
discolored.
• Cleaning the Chairs: Use only mild soap and water solution
to clean the frames and seats.
Core Drill Plans
• A minimum of a 5" concrete slab, is required, for all core drilling of chairs,
booths, tables and halfwalis.
• ISI is not liable for cored steel that becomes unstable as a result of core
drilling through a concrete slab less than 5" thick.
• ISI is not responsible for damage of any mechanicals located within 5" of
the finished floor.
• In the event that ISI installers core through a slab less than 5" a $30 per
hole charge will apply. This charge is to excavate core hole, pour concrete
feeling, and set steel. This type of repair is not guaranteed.
• Floor/base the must be in good repair before any core drilling begins.
• The general contractor is to leave a minimum of 40 pounds of floor tile
grout to finish the core drilled holes.
• ISI recommends the use of por-ruk brand as a cement adhesive for
cored -in steel.
• ISI recommends when the general con tractodinstaller are setting cored
supports, level only the horizontal top plate. DO NOT level the vertical
post.
• The General Contractor will alert ISI installation crew to any under slab
conditions that may be affected by core drilling. Those items include but
are not limited to water lines, rebar, electrical conduit and other common
building system elements.ISI
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FLOOR
PLAN KEY
FLOOR PLAN KEY
SEATS: 60
ONE'S 6
SEATING RATIO: TWO'S 8
THREE'S
EXISTING HALF WALL
HIGH CHAIR
WHEELCHAIR
E
ACCESSIBLE
2 9
GC HALF WALL
FOUR'S 36
FIVE'S & UP 10
c+�
3" DIA. CORED SUPPORT
4
ISI HALF WALL /FILLER PANEL
1
3 DIA. CORED SUPPORT
INDICATES GRAIN DIRECTION
w/ LARGE PLATE
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3" DIA. CORED SUPPORT
(�j ELECTRICAL OUTLET
w/ OFF -SET PLATE
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TABLES: 21
6_
4
9
2
5% W.C. ACCESSIBLE
NOTE_:
- THIS IS PROPRIETARY TO ISI. ANY UNAUTHORIZED
USE OR REPRODUCTION IS STRICTLY PROHIBITED.
- ISI WILL NOT BE HELD LIABLE FOR NOWISI ITEMS
THE CUSTOMER PURCHASED AND DO NOT FIT IN
THE INTENDED SPACE—.
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WALL
FINISH LEGEND
SYMBOL
TAG
31 a
SYMBOL
12" x 24"
20
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21a+23+27
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FLOOR TILE LEGEND
TAG
SYMBOL
SIZE
31 a
12" x 24"
31b
6"x36"
FLOOR PLAN KEY
F EXISTING HALF WALL
ISI HALF WALL / FILLER PANEL
NOTE:
- THIS IS PROPRIETARY TO ISI. ANY UNAUTHORIZED USE OR
REPRODUCTION IS STRICTLY PROHIBITED.
- GC IS RESPONSIBLE FOR ORDERING AND PURCHASING THE WALL
IMAGES FROM ASA. ISI IS ONLY RESPONSIBLE TO
SUPPLY THE DIGITAL FILES WITH THE IMAGES TO THE APPROPRIATE
VENDOR.
- GRAPHIC IMAGE WIDTH SHOULD INCLUDE ALLOWANCE ON BOTH
LEFT AND RIGHT SIDE, TO PERMIT GRAPHIC WALLCOVERING TO WRAP
AROUND WALL TO THE WINDOW MULLION.
- G.C. TO VERIFY FINAL WALT_ DIMENSIONS PRIOR TO ORDERING THE
GRAPHICS.
- MAIN FLOOR TILE TO BE INSTALLED 33% OFFSET FROM ACCENT
FLOOR TILE
NOTE:
- THIS PLAN IS DESIGNED UTILIZING WALL TILE. IT IS THE
RESPONSIBILITY OF THE ARCHITECT TO VERIFY ALL LOCAL AND
STATE TILE REFLECTIVITY CODES AS THEY PERTAIN TO THE USE OF
ANY TILE ON ANY VERTICAL SURFACE. DUE TO VARYING STATE AND
REGIONAL CODES, INTERIOR SYSTEMS WILL NOT BE RESPONSIBLE
FOR MEETING THESE TILE REFLECTIVITY CODES.
- IT IS THE RESPONSIBILITY OF THE ARCHITECT TO VERIFY THE SEEQ ACCENT
FLOOR TILE LOCATION PER LOCAL HEALTH CODES
FINISH PLAN
3/161' = 11-01'
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Sheet Title
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