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,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 <br />AL. <br />0'-0" FF.E <br />Y TOP OF SLAB <br />O <br />IR <br />17 tblg 5�_ <br />C1:'1' OF LLi'I�`i"BRILLS U L\:1�C1$ <br />REVIEVV DATE_4 4- 1' <br />CITY OF ZEP1iyaILL. <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 - <br />H w w �`I1 <br />W E o CIO <br />C4 <br />�o�a <br />W F " <br />�Q�a� <br />oE.,CO0 <br />Q� <br />N <br />N <br />� <br />� <br />o <br />0 <br />¢ <br />• <br />0 <br />,a? v <br />-4 <br />i <br />� U <br />Q <br />O <br />O <br />j <br />Z <br />\J <br />C <br />L.Li <br />O <br />�C <br />v <br />o <br />U <br />� <br />•L <br />° <br />O <br />U m <br />L'. <br />0 <br />V) <br />L <br />0 <br />,. <br />-C <br />• Q) <br />LJJ <br />'. <br />X <br />0- <br />LLJ <br />L n.J <br />Q) <br />L <br />0 <br />0 <br />C <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 />