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Z� LIST OF DRAWINGS.
Q -I 30VER 8un EET & N0TEC ELECTRICAL
3AI i�RIQB� E[�CLO9UG°�E PLAN E -1 HGll DNu' PLAN
DETAILS E -2 - o D PLAN
GOWE[� �
S E -o SYSTEMS PLAN
T -� TDTLE SHEET E -4 ELEOTFR�XQL GOOF PLAN
�G�EraGmAT�ON /EGo-l�OS�ON C�ONTRRO E -6 ELEC�o DETMLS9 SCHEDULES,
PLAN
C -2 SffE LAYOUT PLAN
C-3 3 U[RIgDWU1 AND DDRAWAGE PLAN
C -4 UT Lff Y PLAN AND DDETAQ LS
C -5 LANDSCAPE FLAN
C -8 � R R �QATV'DN FLAN
�PBP� 1g84 UGHTWU" AND
rnOTOME i R CCS ID LAN
C_: &TE COINS RUC-iT SON DETAILS
C -g SATE SPEC�MC T�OoNS 0
ARCHITECTURAL,
A
=�
CONI`BT RUC T ON PLAN
A-
t I
DD � IM iv EN DJ�00N PLAN
A
-2
REFLECTED CSL�N(3 PLAN
N/A
3 P E K0 F 6(10_"A
AND TRELLO� r LAN
A
-2.�
00LDNu BEAMS PLAN
A-3
8p-
ROOF PLAN
A
-4
OSU LDD�NQ ELEVATT 0 N�
A
-6
__U�LDDONu` ELEVATT ONS
A
-8
WALL �35"ECT0N�`3'3 o DETAILS
A
-7
WALL o DETAOL�`_J_)
A-
0
DONJ
0
0
N
(�3j
G�000
M
WTER OR ELEVATT OBIS
A -8 BAR DDETA�L� o ELEVATDONS
A -10 RESTROOM ELEVATT ONS
DDETAOLS
A -11 STANDARD DDETJ A�Lc3_
DDDN N U R0000M
A -12 STANDARD DETAOL�
Kf Q'C[HEN o ROOF
A -� 3 STANDARD DDETA�LS
Kff u" HEN o BAR
A -14 ROOM MN0H SCHEDULES
A -16 DOOR SCHEDULE o DDETAOLS
STRUCTURAL,
S -1 FDN. DETS. NOTES
8-2 FOUNDATION PLAN
S -3 ROOF FRAMING PLAN
S -4 FRAMING SECTIONS
S -5 FRAMING SECTIONS
LEGEND, AND D AQFO_�QM8
E -CS ELEOTG°_�CKQL DDETMLS9 MAU"�QMI-2fl
A D 8 pEC`�F U`AT�0NS
E -7 POWEG°� G°IRQ`�)ERH DD�AU`FmRAM£ DD E T AQ LS
QUID PANEL S%`3 HED ULE QI
E-o ELEOTG°�C�AL LE�ENDD9
AND SCnEDULES`
MECHANICAL.
M-1 MECHANIC L PLAN
M -2 MECHANICAL SCHEDULES
DETAILS
M-3 MECNQND(0�G°aL SCHEDULES o
DETAJLS
M-4 MC CHQNOC�aL SC�HEDULEC'(3 o
DETMLS
PLUMBING.
p -i1 �Q�lOTA" IY ALA N
P -2 WATE n o GAS PLAN
P SAMTAIFD__'� li R1 ��E�ll
P -4 WA T E �EG°�
GAS FI-D-) � 8 E FD�
SPECIFICATIONS.
F
REQUIRED
S" K:�F� AT�ONS
SCHEDULE
Sp-
2
S P E C F CQT
ON 8
TENANT SEPARATION
MIXED USE
N/A
3 P E K0 F 6(10_"A
T 0 N S
Sp-
4
SP EC� F OCG°aT
0 N S
8p-
5
CG°�aC�E WQTCG°�PG�Oo0 F � N G'
CORRIDORS
SPEC G°aT� 001
Sr-00
INTERIOR COLUMNS
0
NOT
BUIILDING CODES:
USED
OCCUPANCY
3,000 S.F. MAX.
ROOF CONSTRUCTION
0
FOOD SERVICE.
FS -1 FLOOR PLAN
FS-2
REQUIRED
EQWPMLNT
SCHEDULE
FS-3
0
EQU�pMENT
536 -0454
TENANT SEPARATION
MIXED USE
N/A
N/A
High Rise (Y /N)
N
SCF1'EDULE
EXIT ACCESS
N/A
N/A
FS`-4 E LEA` IFO-VC AL GPLA N
FS -6 LUMo0NG' PLAN
FS -: WALL oQ�K�NU` PLAN
F S - 7 CG°aL D��ElS�O[ PLAN
FS-8 ME%`311HAMCAL PLAN
GENERAL NOTES
The term "work" as used in these notes shall include all
provisions as drawn or specified in these documents as
well as all other provisions specifically included by the
Owner in the form of drawings, specifications, and
written instructions.
2. Before submitting a bid, the contractor & all sub - contractors
shall visit the premises to become familiar with the existing
conditions and the extent of work required to complete
the project.
3. Contractors shall not submit a bid for this work unless
they are fully qualified and licensed by the state in
which the work is to be performed.
4 If the contract drawin s a ear to be unclear
LOCATIO
TRAS
ambiguous, or contradictory, the Contractor must request ITALIAN GRIT
clarification from the Architect in writing before
proceeding with that part of the work. CARRABBA
5. The Architect shall be available to visit the site when
requested. If a condition exists that requires
observation or action by the Architect or
Engineer, the Contractor shall notify the Owner and
Architect.
6. Contractor shall be familiar with provisions of all
applicable codes and shall insure the compliance of the
work with all local, state and federal codes. In the
event of conflict between local, state and national
codes, the more stringent shall govern.
?. These documents do not include the necessary components
for construction safety. Safety, care of adjacent
properties during construction, compliance with state and
federal regulation regarding safety and compliance with
requirements specified in the Owner /Contractor contract
is, and shall be, the Contractor's responsibility.
8. Contractor shall supervise and direct the work and shall
be solely responsible for all construction means,
methods, techniques, and safety procedures and for
coordinating all portions of the work.
9. Do not scale drawings. Use written dimensions for all
measurements. All dimensions are to face of finish or face
of masonry unless otherwise noted.
10. Contractor shall secure permits and fees
incurred in the completion of the project,
including but not limited to subcontractor permits, water,
electric and telephone service connection, certificate of
occupancy surveys and inspections.
11. Scope of work. The Contractor shall include and provide
all labor, materials, equipment, transportation and pay
all expenses incurred in the proper completion of work
unless specifically noted to be the work of others.
Contractor shall perform all work necessary for
production a complete, habitable project, including but
not limited to site work, architectural, electrical,
plumbing and HVAC.
12. Insurance: Workmen's compensation, as required by law,
and public liability shall be carried by the Contractor.
13. Guarantee: The Contractor shall
guarantee all materials, and workmanship furnished or
installed by him or his Subcontractors for a period of
one (1) year from date of acceptance and shall replace
any defective work within that period without expense to
the Owner and pay for all damages to other parts of the
building resulting from defective work or its repair.
The Contractor shall replace defective work within ten
(10) days after it is brought to his attention.
14. Protection: The Contractor shall be responsible for his
work and that of his Subcontractors for losses and
damages to equipment, tools, and material used in
conjunction with the work and for acts of his employees.
15. Cleaning up: The Contractor shall at all times keep the
premises from accumulation of waste materials and rubbish
and at completion of the work the contractor shall
remove all rubbish, implements, and surplus materials and
leave the building clean, with painted and wood surfaces
clean, all floors waxed and /or polished as specified, and
all glass and mirrors cleaned and polished.
16. Contractor is to provide a list of all Subcontractors
used to the Owner, complete with addresses, phone numbers
and copies of all warranties.
17. The Ansel System contractor shall provide and install fire
extinguishers as required and located by the Fire Marshal and
in accordance w/ NFPA No. 10 standards.
18. Owner shall have access to project for completion of
work by owner.
19. It is the Contractor's responsibility to make sure that the
parking lot sub -base is installed and compacted before
the arrival of the kitchen equipment.
20. General Contractor shall provide and payy for trgsh dumpster
service and /or refuse removal for all Carrabba s Italian Grill's
sub - contractors which include Millwork, Food Service
21. General Contractor shall be responsible to review building permit
approved plans as approved for all permit revisions and changes.
No work shall begin prior to receipt of building permit and
review of permit plans as stated above.
KEY PLAN
SIDE
SIDE
OWNER
CARRABBA'S ITALIAN GRILL
2202 N. WESTSHORE BLVD.
5TH FLOOR
TAMPA, FLORIDA 33607
TELE: (813) 288 ®8286
FAX: (813) 288 ®8549
FRONT CONSULTANTS
NOT TO SCALE
NOTE: REFER TO SITE PLAN FOR SPECIFIC SITE INFORMATION
THE USE OF SEALANTS ON FOOD SERVICE EQUIPMENT
1. All sealants must be listed as approved by the National Sanitation Foundation (NSF)
under Standard 51.
2. Sealants shall be used only in structurally sound joints and seams.
3. Sealants may be used to fill spaces and openings such as, but not limited to blind
rivet heads and slot and Phillips head screws.
4. Openings around service and utility lines should be closed insofar as practical by
collars or grommets or flexible form gaskets. Sealants may be used to seal service
and utility lines to walls or adjacent pieces of equipment where the spacing is closed
to less than 1/8 inch.
5. Sealants may not be utilized in food and splash contact surfaces, to fill open spaces
or voids which result due to improper design or fabrication. Any opening in excess of
1/8 inch shall be considered excessive and must be closed using proper field joints.
FIRE RESISTANCE RATINGS OF STRUCTURE ELEMENTS
RATING IN HOURS (SEE SHEET A1.1 FOR UL LISTING)
ELEMENTS
REQUIRED
PROVIDED
REMARKS
EXTERIOR WALLS
0
0
536 -0454
TENANT SEPARATION
MIXED USE
N/A
N/A
High Rise (Y /N)
N
EXIT ACCESS
N/A
N/A
CORRIDORS
INTERIOR COLUMNS
0
0
BUIILDING CODES:
OCCUPANCY
3,000 S.F. MAX.
ROOF CONSTRUCTION
0
0
DRAFT STOP AREAS -
SEATING
228
SEE SHEET Al
EXIT PASSAGE
0
0
BUILDING FULLY
TABLE 500):
KITCHEN
12
SPRINKLERED
WAITERS
8
6,000 SF (ALLOWABLE AREA FOR V -N)
UL NO. U495
MECHANICAL
0
0
SEE UL LISTING
ROOM
18,000 SF > 8,804 SF .'. OK.
SHEET Al.1
STRUCTURAL ENGINEER
EHLERT /BRYAN, INC.
ATTN: TOM BOUFFARD, PE
1451 DOLLEY MADISON BLVD, SUITE 220
MCLAIN, VA 22101
TELE: (703) 827 -9552
ELECTRICAL ENGINEER
HAROLD HART, PE
4201 WEST GRAY STREET
TAMPA, FL 33609
TELE. (813) 287-2719
FAX: (813) 287 -5704
MECHANICAL /PLUMBING ENGINEER
RICHARD B.
GRAMLICH, PE
13150 SOUTH
BELCHER RD
LARGO, FL
33773
TELE: (727)
536 -0454
FAX: (727)
530 -5931
CODE ANALYSIS
PROPOSED BUILDING
Use Group /Mixed Use (97 UBC)
A -3 ASSEMBLY
Type of Construction (97 UBC)
V -N UNPROTECTED /SPRINKLERED
Height /No. of Stories
25'- 0" 1
STORY
Covered Mall (Y /N)
N
High Rise (Y /N)
N
Fully Suppressed (Sprinklered) (Y /N)
Y
Building area (floor area and porch).
8,804 S.F.
BUIILDING CODES:
OCCUPANCY
LOAD
1997 Uniform Building Code w/ IN Amendments
1997 Uniform Plumbing Code
SEATING
228
WAITING
18
HEIGHT AND AREA LIMITATIONS OF BUILDING (SBC
TABLE 500):
KITCHEN
12
TOTAL BUILDING AREA: 8,804 SF (FLOOR AREA AND PORCH)
WAITERS
8
6,000 SF (ALLOWABLE AREA FOR V -N)
BAR
3
X 3 (AREA INCREASE FOR FULLY SPRINKLED)
18,000 SF > 8,804 SF .'. OK.
OFFICE
1
HOSTESS
2
SEE FIRE SPRINKLER NOTES ON PLUMBING DRAWINGS.
- - - - - -- - - - --
- --
NO WORK SHALL BEGIN UNTIL FIRE SPRINKLER
TOTAL
270
SHOP DRAWINGS ARE APPROVED BY THE FIRE MARSHAL AND/
OR BUILDING OFFICIAL.
Flame spread rating: 76 -200 (Class C)
No.1 yellow pine trim flame spread 129 -195
All ceiling beams /trellis, spruce flame spread 80.
Carpet: Shall meet critical radiant flux limitations in accordance
with ASTM E648 and meet DOC' FF -1 "pill test" (CPSC 16 CFR: 1630)
Paneling: Class 111: Flame spread 76 -200
Manufacturer's specification sheets for restaurant finish available upon request.
w
Seal:
AR 19900144
i :• STATE OF `
fill 11P
D"gnPartnership
Architects • Planers
Design Partnership, Inc.
211 E Broad Street
Greenville. SC 29601
Tel. 864232.8200
Fax 8642327587
wwwDPArchiteots.net
Project:
S
KAUAI GRILL.
Carmel,
IN
Project No. 01109
Drawn: ABM
Approved: MSE
Date: 9 Feb '01
Revisions:
1. Clarifications TM
21 Mar 01
2. Clarification SLR
1 May 01
Drawing Title
Cover
Sheet &
Notes
Drawing No.
G1