,11LD 1N' CODS tN'�r'tAT I ON
<br />REVISIONS
<br />INIEl-
<br />R J
<br />E, ONS FOR
<br />GENERAL NOTES
<br />I. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE
<br />CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL
<br />CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND
<br />FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION.
<br />2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE
<br />CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION"
<br />AIA DOCUMENT A201.
<br />3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF
<br />ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE
<br />INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND
<br />REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY
<br />NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS.
<br />4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE
<br />WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL
<br />TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL
<br />COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE
<br />UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE
<br />THE COST TO THE SUBCONTRACTOR
<br />5. IT 15 THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
<br />H SAFETY OF O AN OF THE BUILDING
<br />PR
<br />OCEDURE AND SEQUENCE TO ENSURE THE S E PEOPLE D
<br />AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED
<br />TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE
<br />NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR
<br />DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS
<br />SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL
<br />NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL
<br />CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER.
<br />1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS.
<br />8. ALL SIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS.
<br />COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH
<br />ACTION MAY RESULT IN A LACK OF, INFORMATION IN REFERENCE TO THE SCOPE OF WORK
<br />TO BE PERFORMED.
<br />S. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD
<br />INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID.
<br />THIS INSPECTION IS REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR
<br />WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS
<br />DEFINED IN THESE CONSTRUCTION DOCUMENTS.
<br />10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL
<br />WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A
<br />PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL
<br />APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER
<br />11. IT SHALL BE THE RESPONSIBILITY OF THE G.G. AND/OR CONTRACTORS TO COMPLY WITH
<br />ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY
<br />THE U.S. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND
<br />EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS.
<br />12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED.
<br />THEIR ABSOLUTE ACCURACY 15 NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT
<br />LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY
<br />ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS.
<br />VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK.
<br />13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN
<br />ANYWAY BY THE CONTRACTOR OR THE OWNER. ALTERATIONS SHALL BE MADE ONLY BY
<br />THE ARCHITECT OF RECORD.
<br />14. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE ALARM SYSTEM. ANY AND ALL
<br />INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR
<br />MODIFICATIONS TO THE FIRE ALARM SYSTEM SHALL BE DONE AS PER NFPA-12 2001
<br />EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS.
<br />CONSTFWCTION NOTES
<br />I. INTERIOR FINISH MATE RIAL5 APPLIED TO WALL AND CEILING SHALL BE IN
<br />ACCORDANCE WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A GLASS "B"
<br />INTERIOR FINISH RATING IN EXIT AND EXIT ACCESS AREA. CLASS "C"
<br />ELSEWHERE.
<br />2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE
<br />USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED
<br />FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED.
<br />3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE 15 LESS
<br />THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18" AFF. AND ALL
<br />GLAZING IN DOORS SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC
<br />PLASTIC SHEET. PER F15C-2406.1
<br />4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21"
<br />AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4"
<br />INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED
<br />AT OR BELOW 21" ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT.
<br />FREE STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG 12".
<br />PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN
<br />ACCESSIBLE ROUTE OR MANEUVERING SPACE.
<br />5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS
<br />INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED CABINETRY, FIRE
<br />EXTINGUISHER CABINETS, TOILET ACCESSORIES, GRAB BARS, WALL STOPS, ETC..
<br />18GA. GALV. FLAT METAL MAY BE USED IN LOCATIONS APPROVED BY
<br />ARCHITECT.
<br />6. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING
<br />A FLAME SPREAD INDEX GREATER THAN GLASS A ARE EXPOSED SHALL BE
<br />DRAFTSTOPPED AS FOLLOWS:
<br />6.1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE
<br />FIRESTOPPED AT EACH FLOOR LEVEL, AT THE TOP STORY CEILING
<br />LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS
<br />6.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY
<br />DRAFTSTOPS INTO AREAS NOT TO EXCEED 3,000 SOFT
<br />63.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR
<br />ABOVE ROOF SHALL BE DRAFTSTOPPED FOR THE FULL DEPTH OF THE
<br />SPACE ALONG THE LINE OF SUPPORT FOR THE FLOOR OR ROOF
<br />STRUCTURAL MEMBERS AND, IF NECESSARY, AT OTHER LOCATIONS TO
<br />FORM AREAS NOT TO EXCEED 1,000 SQFT FOR ANY SPACE BETWEEN
<br />CEILING AND FLOOR, AND 3,000 SOFT FOR ANY SPACE BETWEEN CEILING
<br />AND ROOF
<br />6.4.DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2" THICK
<br />GYPSUM BOARD, 15/32" PLYWOOD, OR OTHER APPROVED MATERIALS
<br />THAT ARE ADEQUATELY SUPPORTED
<br />6.5.THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED
<br />1. ALL PARTITIONS ENCLOSING VERTICAL OPENINGS SUCH AS STAIRWAYS, UTILITY
<br />SHAFTS, AND ELEVATOR SHAFTS SHALL EXTEND FROM FLOOR TO FLOOR OR
<br />FLOOR TO ROOF.
<br />8. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR TO THE
<br />CEILING AND BE SECURELY ATTACHED THERETO. WHERE SAID CEILING IS NOT
<br />PART OF AN ASSEMBLY HAVING A FIRE RESISTANCE RATING AT LEAST EQUAL
<br />TO THAT REQUIRED FOR THE PARTITION, THE PARTITION SHALL BE
<br />CONSTRUCTED TIGHT AGAINST THE FLOOR OR THE ROOF DECK ABOVE.
<br />S. PENETRATION OF FIRE RATED WALLS, FLOORS, OR FLOOR/ CEILING ASSEMBLIES
<br />FOR ELECTRICAL, TELEPHONE, PLUMBING, H.V.A.C. DUCTS, COMMUNICATION
<br />SYSTEMS OR SIMILAR FACILITIES SHALL BE PERMITTED BY NON-COMBUSTIBLE
<br />PIPE OR CONDUIT WHEN ALL OPENINGS AROUND THE PIPE OR CONDUIT ARE
<br />FIRESTOPPED WITH APPROVED NON-COMBUSTIBLE MATERIALS OR WHEN THE
<br />PENETRATION IS PROTECTED WITH A SYSTEM WHICH HAS AN "F" RATING EQUAL
<br />TO OR GREATER THAN THE ASSEMBLY IN WHICH THE PENETRATION OCCURS.
<br />10. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L, G.A. OR OTHER
<br />APPROVED TESTING AGENCIES ARE CONSIDERED PROPRIETARY.
<br />PROPRIETARY ASSEMBLIES MUST BE BUILT UTILIZING THE COMPONENTS, MEANS,
<br />AND MET NODS SPECIFIED BY THE TESTING AGENCY.
<br />11. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE
<br />DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL.
<br />12. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE 2012
<br />FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND SHALL
<br />COMPLY WITH CHAPTER 1 SECTION 103 SIGNS.
<br />Si'11-I504L I-EGEND
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<br />IkMs EXAMINER -
<br />i�SPONS181L ITY SCHEDULE
<br />PURCHASED INSTALLED
<br />APPLICABLE CODES < STANDARDS:
<br />THE FLORIDA BUILDING CODE, 2010 EDITION
<br />• BUILDING EXISTING BUILDING
<br />• PLUMBING ELECTRICAL
<br />• MECHANICAL • FUEL GAS
<br />2012 FLORIDA ACCESSIBILITY CODE FOR
<br />BUILDING CONSTRUCTION
<br />FLORIDA FIRE PREVENTION CODE 2010 EDITION
<br />NFPA 101 LIFE SAFETY CODE FLORIDA EDITION
<br />NATIONAL ELECTRICAL CODE 2008 EDITION
<br />2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
<br />CLASSIFICATION OF WORIG
<br />FEBC-EXISTING BUILDING, SECTION 405
<br />ALTERATION - LEVEL 3
<br />OCCUPANCY CLASSIFICATION:
<br />FBC - BUILDING, CHAPTER 3
<br />SECTION 303: ASSEMBLY OCCUPANCY - GROUP A2
<br />HEIGHT AND BUILDING* AREA: EXISTING:
<br />FBC - BUILDING, CHAPTER 5: TYPE V-B, UNSPRINKLERED
<br />AREA MODIFICATION FOR FRONTAGE INCREASE - 506.2 0.00%
<br />AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 506.3 0.00 0
<br />ALLOWED PROVIDED
<br />TABLE 503: HEIGHT AND BUILDING AREA
<br />MAX. BUILDING HEIGHT 40'
<br />MAX. STORIES 1 1
<br />AREA PER FLOOR 6,000 SF
<br />2,818 SF
<br />CONSTRUCTION TYPE: EXISTING
<br />FBC - BUILDING, CHAPTER 6
<br />TABLE 601 - FIRE RESISTANCE FOR BUILDING ELEMENTS
<br />REQ'D
<br />PROVIDED
<br />STRUCTURAL FRAME INCLUDING
<br />COLUMNS, GIRDERS, TRUSSES
<br />0 HR
<br />0 HR
<br />BEARING WALLS, EXTERIOR
<br />0 HR
<br />0 HR
<br />BEARING WALLS, INTERIOR
<br />0 HR
<br />0 HR
<br />NONBEARING WALLS, INTERIOR
<br />0 HR
<br />0 HR
<br />FLOOR CONSTRUCTION INCLUDING
<br />SUPPORTING BEAMS e JOISTS
<br />0 HR
<br />0 HR
<br />ROOF CONSTRUCTION INCLUDING
<br />SUPPORTING BEAMS 8 JOISTS
<br />0 HR
<br />0 HR
<br />TABLE 602 - FIRE SEPARATION DISTANCE FOR BEARING t NON BEARING
<br />EXTERIOR WALLS
<br />LESS THAN 5'
<br />1 HR
<br />N/A
<br />5' TO 10'
<br />1 HR
<br />N/A
<br />10 TO 20
<br />0 HR
<br />N/A
<br />20' TO 30'
<br />0 HR
<br />N/A
<br />30' AND OVER
<br />0 HR
<br />0 HR
<br />FIRE RESISTANCE: EXISTING:
<br />FBC - BUILDING, CHAPTER 1
<br />REQ'D
<br />OPENING
<br />FIRE BARRIER
<br />ASSEMBLY
<br />PROTECTION
<br />(TABLE 1153)
<br />FIRE WALL - 105.1 AND TABLE 105.4
<br />N/A
<br />-
<br />SHAFT / EXIT ENCLOSURES - 101.4 / 101S.1
<br />LESS THAN 4 STORIES
<br />N/A
<br />-
<br />OCCUPANCY SEPARATION -1063.8/508
<br />N/A
<br />-
<br />TENANT SEPARATION - 108.1
<br />N/A
<br />-
<br />EXIT PASSAGEWAY - 1063.3 / 1021.1
<br />N/A
<br />-
<br />HORIZONTAL EXIT - 1063.4 / 1022.1
<br />N/A
<br />-
<br />SINGLE OCCUPANCY FIRE AREA - 10fo.3.9 N/A
<br />CORRIDORS (OCCUPANT LOAD > 30) - 1011.1
<br />ITEM
<br />OWNER
<br />G.G.
<br />OWNER
<br />G.C.
<br />(UNSPRINKLERED) N/A -
<br />EQUIPMENT
<br />•
<br />•
<br />B.J LDING SECTION
<br />MEANS OF EGRESS:
<br />S1"IALLWARE
<br />•
<br />•
<br />SYMBOL
<br />FBC - BUILDING, CHAPTER 10
<br />EXTERIOR SIGNS (DIRECT, PYLON)
<br />•
<br />•
<br />FLOOR AREA PER OCCUPANT
<br />TABLE 1004.12:
<br />BLDG. SIGN INTERNALLY ILLUMINATED
<br />•
<br />*
<br />SEATING (FIXED SEATS) 56 PERSONS
<br />DRINK SYSTEM
<br />•
<br />•
<br />WALL SECTION SYMBOL
<br />SALES AREA 125 S.F. 9 30 S.F. / PERSON = 5 PERSONS
<br />SERVICE / KITCHEN / SUPPLY 951 S.F. ,s 200 S.F. / PERSON 5 PERSONS
<br />TOTAL 66 PERSONS
<br />CO TANK
<br />•
<br />•
<br />SECURITY SYSTEMS
<br />•
<br />•
<br />EGRESS WIDTH PER OCCUPANT -TABLE 1005.1
<br />DRIVE THRU SYSTEM
<br />•
<br />•
<br />66 x 0.2 = 13.2"
<br />POINT OF SELL SYSTEM
<br />•
<br />•
<br />DETAIL SYMBOL
<br />ALLOW PROVIDED
<br />MIN. CLEAR DOOR OPENING - 1008.1.1 32" 2 32"
<br />POPEYE'S RADIO
<br />•
<br />•
<br />COMMON PATH OF TRAVEL - 1014.3 15 FT <15 FT
<br />EXIT ACCESS TRAVEL DIST. - TABLE 1016.1 200 FT <200 FT
<br />FLAT SCREEN TV
<br />•
<br />•
<br />METAL PACKAGE: CLEARANCE BAR,
<br />DUMPSTER GATE, RAILING, SHUTTERS,
<br />AWNINGS, ROOF LADDER, DRIVE-THRU
<br />•
<br />•
<br />DETAIL SYMBOL
<br />MIN. CORRIDOR WIDTH - 10112 44" Z 44"
<br />DEAD END CORRIDOR - 1011.3 20 FT <20 FT
<br />MIN. NUMBER OF EXITS - 10n.1 / 10192 2 3
<br />BALCONY
<br />NUMBER AND SIZE OF EXITS
<br />DOORS AT SEATING AREA 68" x 1 = 68"
<br />BUILDING SIGN - VERIFY WITH OWNER
<br />•
<br />•
<br />DOOR AT SEATING AREA 34" x 1 = 34"
<br />DOOR AT STORAGE 40" x 1 40"
<br />FRONT COUNTERS/SOLID SURFACES
<br />•
<br />•
<br />DRIVE-THRU WINDOW
<br />•
<br />•
<br />ELEVATION MARK
<br />TOTAL EXIT WIDTH 142"
<br />RESTROOM FIXTURES t ACCESSORIES
<br />•
<br />•
<br />INTERIOR FINI°,HES:
<br />HVAG SYSTEM
<br />•
<br />•
<br />FBC - BUILDING, CHAPTER 8 MERCANTILE - GROUP M (UNSPRINKLERED)
<br />INTERIOR ELEVATION
<br />MARK
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 603.5
<br />VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS A
<br />LIGHTING PACKAGE
<br />•
<br />•
<br />ROOFING
<br />•
<br />•
<br />KEYED DRAWING NOTES
<br />EXIT ACCESS CORRIDORS / EXITWAYS: CLASS A
<br />ROOMS AND ENCLOSED SPACES: CLASS B
<br />INTERIOR FINISHES
<br />•
<br />•
<br />DOOR NUMBER SYMBOL
<br />INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN
<br />ACCORDANCE WITH ASTM E 84.
<br />STOREFRONT
<br />•
<br />•
<br />BRICK
<br />•
<br />•
<br />SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN
<br />EIFS/STUCCO
<br />•
<br />•
<br />ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636.
<br />ROOM NUMBER SYMBOL
<br />PAINT/STAINS
<br />•
<br />•
<br />MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL
<br />HAVE A MINIMUM CLASS C FLAME SPREAD AND SMOKE -DEVELOPED INDEX
<br />WHEN TESTED IN ACCORDANCE WITH ASTM E 84.
<br />FRYER GREASE REMOVAL SYSTE'-1
<br />•
<br />•
<br />WINDOW SYMBOL
<br />INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER
<br />WINDOW SHADES
<br />•
<br />•
<br />WATER HEATER
<br />•
<br />•
<br />CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A
<br />HEIGHT OF (4) FOUR FEET ABOVE THE FINISHED FLOOR MINIMUM. THE
<br />DECAL MURALS (INTJEXT/ PACKAGE)
<br />•
<br />•
<br />MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT
<br />ADVERSELY AFFECTED BY MOISTURE.
<br />REVISION MENUBOARDS (INT., D.T., PREVIEW BD.) • •
<br />DRIVE-THRU LOOP SYSTEM • •
<br />INTERIOR SIGNS • • �„�
<br />NOTES: F I XTU ram,, -.
<br />I. GENERAL CONTRACTOR TO INCLUDE RESPONSIBILITIES IN THEIR BID.
<br />G.G. PROJECT RESPONSIBILITIES TO BE VERIFIED AND FINALIZED WITH REQUIRED (PER OCCUPANTS) PROVIDED
<br />OWNER AT PRE -CONSTRUCTION MEETING.
<br />LJALL TYPES MEN WOMEN I"EN
<br />2 TYPE OF BUILDING SIGN TO BE DECIDED DURING THE
<br />PRE -CONSTRUCTION MEETING. WC 1/75 1/15 WC I
<br />K=Y PLAN LAV 1/200 1/200 LAV 2
<br />SECTION SYMBOL
<br />URINAL I
<br />BEAT CALCULATIC 18
<br />WOMEN
<br />2
<br />I
<br />T1 TITLE SHEET
<br />T2 BIDDING* REQUIREMENTS
<br />A61 ARCHITECTURAL SITE PLAN
<br />D1 EXISTING/DEMOLITION FLOCrR AND CEILING PLAN
<br />D2 EXISTING/DEMO. EXTERIOR ELE ✓,-,Tivt,4;�
<br />Ala FLOOR PLAN
<br />A to SLAB PENETRATION/DIMENSIONED PLAN
<br />AL: ENLARGED TOILET PLAN t ELEVATIONS
<br />A2 REFLECTED CEILING PLAN t DETAILS
<br />A3a INTERIOR ELEVATIONS
<br />A3o INTERIOR ELEVATIONS
<br />Aic INTERIOR ELEVATIONS
<br />A-+ EXTERIOR ELEVATIONS
<br />Aga WALL SECTIONS
<br />,4--o DETAILS
<br />IG1 FINISH FLOOR PLAN / FINISH REFLECTED
<br />CEILING PLAN / FINISH SCHEDULE
<br />K1 EQUIPMENT PLAN
<br />IK2 EQUIPMENT SCHEDULE
<br />K3 EQUIPMENT DETAILS
<br />N1 ARCHITECTURAL SPECIFICATIONS
<br />PI PLUMBING DEMO. PLAN AND SPECIFIC4TICT45
<br />II PLUMBIW-% PLAN - WASTE AND VENT f-L,"
<br />P3 PLUMBING: PLAN - WATER AND GAS PL-,ll
<br />P4 GAS R15ER DIAGRAM, WATER RISER Dl,,(. i;CAM
<br />P5 PLUMBING DETAILS
<br />M1 MECHANICAL NOTES, MECHANICAL LEGEND
<br />M2 MECHANICAL FLOOR PLAN AND SCHEDULES
<br />M3 MECHANICAL ROOF PLAN
<br />M4 MECHANICAL EXHAUST HOOD DETAILS
<br />My MECHANICAL FRYER HOOD FAN DETAILS
<br />hio MECHANICAL FRYER HOOD ELEVATION
<br />El ELECTRICAL SPECS. AND PANEL SCHEDULES
<br />L2 ELECTRICAL DEMOLITION PLAN
<br />E3 ELECTRICAL PLAN AND DRIVE-THRU DETAILS
<br />E4 ELECTRICAL PLAN AND FIXTURE SCHEDULE
<br />L"5 Flob PLAN
<br />E& 5ECURITY PLAN
<br />El CONTROL
<br />SCOPE
<br />RENOVATIONS TO A SINGLE STORY FREE STANDING BUILDING FOR
<br />POPEYEB LOU161ANA KITCHEN INCLUDING EXTERIOR AND INTERIOR
<br />RENOVATIONS.
<br />ALL EXTERIOR SIGNAGE/AWNINGS TO BE SUBMITTED UNDER A
<br />SEPARATE PERMIT BY THE SIGNAGE CONTRACTOR.
<br />PROJECT TEAM
<br />OUNER
<br />LEGACY 06R MANAGEMENT
<br />8620 WOODHAVEN BLVD.
<br />WOODHAVEN, NY 11421
<br />118-846-2311
<br />CONTACT: ROD VALENCIA
<br />OLIVERI ARCHITECTS
<br />32-101 U.S. HWY.19
<br />PALM HARBOR, FLORIDA 3,4684
<br />121-181-1525
<br />CONTACT: JOE OLIVERI
<br />PLUMBING / MECHANICAL
<br />ENGINEERING PROFESSIONALS, INC.
<br />I'll"! NORTH HOWARD AVENUE
<br />TAMPA, FLORIDA 33601
<br />813-251-6848
<br />CONTACT: JASON KENDALL
<br />EL ECMC'AI
<br />M.P. SPYCHALA t ASSOCIATES, INC.
<br />240 PINE AVENUE NORTH
<br />OLDSMAR, FLORIDA 34611
<br />813-555-2121
<br />CONTACT: EDWARD J. WOLANIN
<br />UTILITY S£1r'IC` i^a;,ll"f,:iTS
<br />ELECTRICAL
<br />dl
<br />POWER: 208V / 3 PHASE/ 4W / 600 AMPS. TOTAL CONNECTION LOAD:
<br />111.6 KVA. TOTAL DEMAND LOAD: 145.4 KVA (SEE SHEET E1)
<br />TELEPHONE
<br />WATER
<br />25 PAIR WIRE _ (OWNER REQUIREMENT)
<br />WATT TER 83ERVICE: 2" DIA. FIXTURE COUNT: 38 FU
<br />WATER SERVICE: 2,000 GALLONS/DAY
<br />IRRIGATION
<br />LANDSCAPING: (VERIFY WITH OWNER IF USED)
<br />SEWER
<br />WWAASTTE SERVICE: 4" DIA. FIXTURE UNIT COUNT: 60 FU 1,600 GALLONS/DAY
<br />NNAT RAL GAS SERVICE: 2". GAS LINE, 1" TO 8" WC
<br />OUTLET GAS LOAD: 935 MBH (SEE SHEET P3 FOR GAS LOADS)
<br />PROPANE
<br />G45 SERVICE: (VERIFY SERVICE WITH PLUMBING ENGINEER WHEN USING
<br />PROPANE GAS)
<br />LOCATION MAP
<br />.. Uri. All- I'll Ac
<br />SEATS/TABLES SEATS/BOOTHS TOTAL SEATS I
<br />DINING AREA: 44/16 12/2 56 -
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<br />Date:
<br />03. 28.
<br />13
<br />Scale:
<br />AS NOTED
<br />Project Mgr: AAY
<br />Drawn: AZP
<br />Job:
<br />13-03
<br />Sheet
<br />T1
<br />
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