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<br />GENERAL NOTES
<br />1. 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 CRAFT
<br />SMEN, EXPERIENCED
<br />P ED 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 AN
<br />D 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 />PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING
<br />AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT 15 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 BIDS 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 />e. 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 0) 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.C. AND/OR CONTRACTORS TO COMPLY WITH
<br />ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF n10 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 IS NOT GUARANTEED, AND THE G.C. 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 SPRINKLER SYSTEM. ANY AND ALL
<br />INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR
<br />MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM NECESSITATED BY THE WORK IN THIS
<br />PERMIT SHALL BE DONE AS PER NFPA-13 2001 EDITION, BY A LICENSED FIRE SPRINKLER
<br />CONTRACTOR WITH SEPARATE PERMIT AND PLANS.
<br />15. 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 />16. ALL FIRE PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION AT ALL
<br />TIMES.
<br />38135 MARKT SQUARE
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<br />CONSTRUCTION NOTES
<br />1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE
<br />WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLA55 "B" INTERIOR FINISH RATING
<br />IN EXIT AND EXIT ACCESS AREA. CLASS "C" ELSEWHERE.
<br />2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A
<br />KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR
<br />SURFACE BOLTS SHALL NOT BE USED.
<br />3, ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE 15 LESS THAN 60
<br />INCHES ABOVE THE FLOOR AND GLASS BELOW 18'' A.F.F. AND ALL GLAZING IN DOORS
<br />SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER
<br />FBC-2406.1
<br />4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 80"
<br />ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS,
<br />CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE
<br />FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED
<br />ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE
<br />CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.
<br />5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT
<br />LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET
<br />ACCESSORIES, GRAB BARS, WALL STOPS, ETC- 186A. GALV. FLAT METAL MAY BE USED IN
<br />LOCATIONS APPROVED BY ARCHITECT.
<br />6. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS A5 SHOWN IN THESE DOCUMENTS
<br />OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL.
<br />1. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE 2012 FLORIDA
<br />ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND SHALL COMPLY WITH CHAPTER 1
<br />SECTION 103 SIGNS,
<br />SYMBOL LEGEND
<br />x
<br />xx
<br />BUILDING SECTION
<br />SYMBOL
<br />x
<br />xx WALL SECTION
<br />SYMBOL
<br />x
<br />xx DETAIL
<br />SYMBOL
<br />00
<br />'� xx DETAIL
<br />SYMBOL
<br />0'-0" ELEVATION MARK
<br />TOP OF SLAB
<br />INTERIOR ELEVATION
<br />x/A MARK
<br />KEYED DRAWING NOTES
<br />000 DOOR NUMBER
<br />SYMBOL
<br />ROOM NUMBER SYMBOL
<br />WINDOW
<br />SYMBOL
<br />REVISION
<br />/X,WALL TYPES
<br />WILDING CODE INFORMATION
<br />APPLICABLE CODES:
<br />THE FLORIDA BUILDING CODE, 2010 EDITION
<br />• BUILDING 0 EXISTING BUILDING
<br />• PLUMBING 0 ELECTRICAL
<br />• MECHANICAL
<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 2006 EDITION
<br />2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
<br />OCCUPANCY CLASSIFICATION: EXISTING
<br />FBC - BUILDING, CHAPTER 3
<br />SECTION 304: BUSINESS OCCUPANCY - GROUP B SPRINKLERED
<br />CLASSIFICATION OF U1OIWs EXISTING FACILITY
<br />FEBC - EXISTING BUILDING, SECTION 404
<br />ALTERATION LEVEL 2
<br />HEIGHT AND BUILDING AREA: (EXISTING)
<br />FBC - BUILDING, CHAPTER 5: TYPE II-B, SPRINKLERED
<br />AREA MODIFICATION FOR FRONTAGE INCREASE - 506.2
<br />0.0090
<br />AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM -
<br />506.3 0.00%
<br />ALLOWED
<br />PROVIDED
<br />TABLE 503: HEIGHT AND BUILDING AREA
<br />MAXIMUM BUILDING HEIGHT 55,
<br />30,
<br />MAXIMUM STORIES 3
<br />2
<br />AREA PER FLOOR 46,000 SF
<br />26,038 SF
<br />CONSTRUCTION TYPE: (EXISTING)
<br />FBC - BUILDING, CHAPTER 6
<br />TABLE 601 - FIRE RESISTANCE RATING FOR BUILDING ELEMENTS
<br />REQ'D
<br />PROVIDED
<br />STRUCTURAL FRAME INCLUDING
<br />BEAMS, COLUMNS, GIRDERS, TRUSSES 0 HR
<br />0 HR
<br />BEARING WALLS, EXTERIOR 0 HR
<br />0 HR
<br />BEARING WALLS, INTERIOR 0 HR
<br />0 HR
<br />NONBEARING WALLS, INTERIOR 0 HR
<br />0 HR
<br />FLOOR CONSTRUCTION INCLUDING
<br />SUPPORTING BEAMS t JOISTS 0 HR
<br />0 HR
<br />ROOF CONSTRUCTION INCLUDING
<br />SUPPORTING BEAMS t JOISTS 0 HR
<br />0 HR
<br />TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING
<br />AND NON BEARING BASED ON FIRE SEPARATION
<br />DISTANCE
<br />LESS THAN 5' 1 HR
<br />N/A
<br />5' TO 10' 1 HR
<br />N/A
<br />10 TO 20 0 HR
<br />N/A
<br />20' TO 30' 0 HR
<br />N/A
<br />30' AND OVER 0 HR
<br />0 HR
<br />FIRE RESISTANCE s EXISTING FACILITY
<br />N/A
<br />MEANS OF EGRESS:
<br />FBC - BUILDING, CHAPTER 10
<br />MAXIMUM FLOOR AREA PER OCCUPANT
<br />TABLE 1004.1.1: 100 5F
<br />GROUND FLR 2rc,036 SF 260
<br />PERSONS
<br />EGRESS WIDTH PER OCCUPANT - TABLE 1005.1
<br />2
<br />260 x 0.2
<br />52.0"
<br />ALLOW
<br />PROVIDED
<br />KEY PLAN
<br />MIN. CLEAR DOOR OPENING - 1006.1.1
<br />32"
<br />2 34"
<br />SECTION SYMBOL
<br />MIN. CLEAR STAIR WIDTH - 1009.1
<br />441'
<br />2 48"
<br />COMMON PATH OF TRAVEL - 1014.3
<br />100 FT
<br />100 FT
<br />EXIT ACCESS TRAVEL DIST. - TABLE 1016.1
<br />300 FT
<br />< 300 FT
<br />MIN. CORRIDOR WIDTH - 10162
<br />44"
<br />2 44"
<br />DEAD END CORRIDOR - 1018.4
<br />50 FT
<br />< 50 FT
<br />MIN. NUMBER OF EXITS - 1021.1 / 1021,2
<br />2
<br />4
<br />NUMBER AND SIZE OF EXITS
<br />PROVIDED
<br />DOUBLE ENTRANCE DOORS
<br />34 X 2 = 68"
<br />SINGLE ENTRANCE/EXIT DOOR
<br />6ro X 2 = 132"
<br />WILDING CODE INFORMATION CONT.
<br />INTERIOR FINISHES:
<br />FBC - BUILDING, CHAPTER 6 BUSINESS - GROUP B (SPRINKLERED)
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.9
<br />VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS A
<br />EXIT ACCESS CORRIDORS / EXITWAYS: CLASS B
<br />ROOMS AND ENCLOSED SPACES: CLASS C
<br />INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE
<br />WITH ASTM E 54.
<br />SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN
<br />ACCORDANCE WITH THE PROVISIONS OF 45TM C 635 AND ASTM C 636.
<br />MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL HAVE A
<br />MINIMUM CLASS C FLAME SPREAD AND SMOKE -DEVELOPED INDEX WHEN
<br />TESTED IN ACCORDANCE WITH ASTM E 84.
<br />INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER CLOSETS
<br />SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF (4)
<br />FOUR FEET ABOVE THE FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUCH
<br />WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
<br />PROJECT SCOPE
<br />PARTIAL INTERIOR RENOVATIONS OF AN EXISTING MEDICAL OFFICE
<br />WITHIN AN EXISTING MEDICAL OFFICE FACILITY.
<br />FIRE PROTECTION SYSTEM TO BE DESIGNED AND SUBMITTED
<br />UNDER A SEPARATE PERMIT BY A LICENSED FIRE PROTECTION
<br />CONTRACTOR PRIOR TO PERMIT ISSUANCE.
<br />PROJECT TEAM
<br />ARC 41TECT
<br />OLIVERI ARCHITECTS
<br />32101 U.S. HWY.113
<br />PALM HARBOR, FLORIDA 34ro84
<br />121-181-1525
<br />PLUMBING
<br />MDCI FLORIDA INC.
<br />405 2ND STREET SOUTH, SUITE B
<br />SAFETY HARBOR, FLORIDA 34695
<br />121-698-03S8
<br />MDCI FLORIDA INC.
<br />405 2ND STREET SOUTH, SUITE B
<br />SAFETY HARBOR, FLORIDA 34695
<br />121-698-0398
<br />ELECTRICAL
<br />ELECTRICAL CONSULTING AND
<br />DESIGN, INC.
<br />g225 ULMERTON ROAD - SUITE G
<br />LARGO, FLORIDA 33111
<br />121-581-4318
<br />AERIAL MAP
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<br />INDEX OF: DRAWINGS
<br />Tl TITLE SHEET
<br />Dl EXISTING / DEMOLITION FLOOR PLAN
<br />DZ EXISTING / DEMOLITION REFLECTED CEILING
<br />PLAN
<br />Ala FLOOR PLAN
<br />Alb DIMENSIONED FLOOR PLAN
<br />A2 REFLECTED CEILING PLAN AND DETAILS
<br />A3a INTERIOR ELEVATIONS
<br />A3b INTERIOR ELEVATIONS
<br />A3e INTERIOR ELEVATIONS
<br />A4 CABINET DETAILS
<br />IDl FINISH FLOOR PLAN AND SCHEDULE
<br />N1 ARCHITECTURAL SPECIFICATIONS
<br />PI PLUMBING RENOVATION PLAN
<br />MI EXISTING / DEMOLITION MECHANICAL FLOOR PLAN
<br />M2 MECHANICAL FLOOR PLAN
<br />El ELECTRICAL LEGEND AND SPECIFICATIONS
<br />E2 ELECTRICAL LIGHTING PLAN
<br />E3 ELECTRICAL POWER PLAN
<br />LOCATION MAP
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<br />Date: 08. 13, 13
<br />Scale: AS NOTED
<br />Project Mgr: AAY
<br />Drawn: DC
<br />Job: 13-46
<br />Sheet
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