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<br />MATERIAL LEGEND
<br />CONSTRUCTION NOTES
<br />GENERAL NOTES
<br />BUILDING CODE INFORMATION
<br />INDEX OF: DRAWINGS
<br />EARTH/ FILL
<br />I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL
<br />I. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF
<br />APPLICABLE CODES AND STANDARDS
<br />Tl TITLE SHEET
<br />THE FLORIDA BUILDING CODE, 2010 EDITION
<br />BE IN ACCORDANCE WITH ASTM E84. ALL FINISH MATERIALS SHALL
<br />MEET A C-LA55 "B" INTERIOR FINISH RATING IN EXIT AND EXIT
<br />THE NATIONAL FIRE CODE "FLORIDA BUILDING CODE," "FLORIDA
<br />PLUMBING CODE," "FLORIDA MECHANICAL CODE," "NATIONAL
<br />T2 ABBREVIATION SHEET
<br />BRICK
<br />a CONCRETE
<br />" STUCCO, CEMENT PLASTER, LIGHTWEIGHT CONCRETE
<br />ACCESS AREA. CLASS "C" ELSEWHERE.
<br />2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE
<br />WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT.
<br />MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT
<br />BE USED
<br />ELECTRICAL O ALL OTHER ,
<br />AND FEDERAL CODES D D ORDINANCES, APPLICABLE ES, AND ALLA T AUTAL,HORITIES
<br />HAVING LOCAL JURISDICTION.
<br />2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN
<br />THE CURRNT EDITION OF THE "
<br />CONDIITTIONSGOFWITH THE CONTRACT FOR CONSTRUCTION" AIAERAL DOCUMENT
<br />@ BUILDING
<br />. PLUMBING
<br />•MECHANICAL
<br />• ENERGY CONSERVATION
<br />• ELECTRICAL
<br />DI DEMOLITION ARCHITECTURAL SITE PLAN
<br />02 DEMOLITION FLOOR PLAN
<br />03 DEMOLITION ROOF PLAN
<br />04a DEMOLITION EXTERIOR ELEVATIONS
<br />04b DEMOLITION EXTERIOR ELEVATIONS
<br />2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION
<br />CMU- LARGE SCALE
<br />3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE
<br />IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW IS"
<br />A.F.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS,
<br />TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER FBC-2406.1
<br />14201.
<br />3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE
<br />TO THE ARCHITECT OF ANY MATERIALS, EQUIPMENT, OR DESIGN
<br />FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN
<br />ASI ARCHITECTURAL SITE PLAN
<br />AS2 ARCHITECTURAL SITE DETAILS
<br />A63 BOUNDARY SURVEY
<br />FLORIDA FIRE PREVENTION CODE 2010 EDITION
<br />NFPA 101 LIFE SAFETY CODE FLORIDA EDITION
<br />NATIONAL ELECTRICAL CODE 2008 EDITION
<br />CMU- SMALL SCALE
<br />4, OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES
<br />VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF
<br />BETWEEN 21" AND 80" ABOVE THE FINISHED FLOOR SHALL
<br />PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS,
<br />THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF
<br />ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS.
<br />LI LANDSCAPE PLAN
<br />2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
<br />METAL -LARGE SCALE
<br />PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21"
<br />ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE
<br />4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN,
<br />LS LIFE SAFETY
<br />METAL OR SHEET METAL -SMALL SCALE
<br />0
<br />WOOD FINISH
<br />STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG
<br />12". PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF
<br />AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.
<br />5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT
<br />EXPERIENCED IN THE WORK OF THEIR TRADE, TO ENSURE FIRST
<br />CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE
<br />STANDARDS SHALL BE REMOVED AND REPLACED AT NO
<br />. ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO
<br />REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR
<br />Ala FLOOR PLAN
<br />Alb ENLARGED PLANS
<br />A2 DIMENSIONED FLOOR PLAN
<br />USE AND OCCUPANCY CLASSIFICATION
<br />BUSINESS OCCUPANCY - GROUP 'B'
<br />CLASSIFICATION OF WORK PER FEBC EXISTING BUILDING SECTION 405 - ALTERATION LEVEL 3
<br />WOOD BLOCKING CONTINUOUS
<br />LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED
<br />CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES,
<br />GRAB BARS, WALL STOPS, ETC.. ISGA. GALV. FLAT METAL MAY BE
<br />USED IN LOCATIONS APPROVED BY ARCHITECT.
<br />MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE
<br />SUBCONTRACTOR.
<br />5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO
<br />A3d REFLECTED CEILING PLAN
<br />A3b CEILING DETAILS
<br />A4 ROOF PLAN
<br />DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE
<br />GENERAL BUILDING HEIGHTS AND AREAS
<br />ASa EXTERIOR ELEVATIONS
<br />WOOD BLOCKING INTERMITTENT
<br />PLYWOOD
<br />GYPSUM WALLBOARD
<br />6. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING
<br />MATERIALS HAVING A FLAME SPREAD INDEX GREATER THAN CLASS
<br />A ARE: EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS:
<br />6,1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL
<br />BE FIRESTOPPED AT EACH FLOOR LEVEL, AT THE TOP STORY
<br />CEILING LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS
<br />6.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY
<br />DRAFT5TOP5 INTO AREAS NOT TO EXCEED 3,000 5QFT
<br />6.3.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE
<br />SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT
<br />PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED
<br />TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE
<br />DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE
<br />REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
<br />AFTER COMPLETION OF THE PROJECT,
<br />6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT
<br />DAMAGE OR DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED
<br />A5b EXTERIOR ELEVATIONS
<br />Abd WALL SECTIONS
<br />Abb WALL SECTIONS
<br />A%C WALL SECTIONS
<br />A'Id INTERIOR ELEVATIONS
<br />Alb INTERIOR ELEVATIONS
<br />ASa CABINET DETAILS
<br />TABLE 503
<br />MAX ALLOWED
<br />PROVIDED
<br />BUILDING AREA
<br />5000 SF
<br />1Z00 SF
<br />BUILDING HEIGHT
<br />4V
<br />I6'-8"
<br />NUMBER OF STORIES
<br />2
<br />I
<br />RIGID INSULATION
<br />FLOOR OR ABOVE ROOF SHALL BE DRAFT5TOPPED FOR THE
<br />SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/
<br />TYPES OF CONSTRUCTION
<br />Aft CABINET DETAILS
<br />BATT INSULATION
<br />FULL DEPTH OF THE SPACE ALONG THE LINE OF SUPPORT FOR
<br />THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF
<br />NECESSARY, AT OTHER LOCATIONS TO FORM AREAS NOT TO
<br />EXCEED 1,000 SOFT FOR ANY SPAGE BETWEEN CEILING AND
<br />FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL NON
<br />CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED
<br />BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE
<br />OWNER.
<br />ASa DOOR SCHEDULE / DOOR DETAILS
<br />A9b WINDOW SCHEDULE /WINDOW DETAILS
<br />AIO MISCELLANEOUS DETAILS
<br />TYPE OF CONSTRUCTION - VB UNSPRINKLERED
<br />TABLE 601 - FIRE RESISTANCE RATING FOR EUILDING ELEMENTS
<br />FLOOR, AND 3,000 SOFT FOR ANY SPACE BETWEEN CEILING
<br />AND ROOF
<br />roA.DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 112"
<br />THICK GYPSUM BOARD, 15/32" PLYWOOD, OR OTHER
<br />APPROVED MATERIALS THAT ARE ADEQUATELY SUPPORTED
<br />6.5,THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED
<br />1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF
<br />NEW COMPONENTS.
<br />8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF
<br />CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL
<br />NOT BE BROKEN UP FOR BID PURPOSES. SUCH ACTION MAY RESULT
<br />BUILDING ELEMENT
<br />REMISED
<br />PROVIDED
<br />101 FINISH FLOOR PLAN / FINISH SCHEDULE
<br />NI ARCHITECTURAL SPECIFICATIONS
<br />N2 ARCHITECTURAL SPECIFICATIONS
<br />PRIMARY STRUCTURAL FRAME
<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 />1. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L., G.A. OR OTHER
<br />APPROVED TESTING AGENCIES ARE CONSIDERED PROPRIETARY,
<br />IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK
<br />TO BE PERFORMED.
<br />Sld FOUNDATION PLAN
<br />NONBEARING WALLS AND PARTITIONS - EXTERIOR
<br />0 HR
<br />0 HR
<br />PROPRIETARY ASSEMBLIES MUST BE BUILT UTILIZING THE
<br />COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING
<br />AGENCY.
<br />8. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN
<br />THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL
<br />S. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
<br />PERSONALLY FIELD INSPECT THE PROJECT SITE PRIOR TO THE
<br />PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION IS
<br />REQUIRED SO THAT THE CONTRACTOR SMALL BE TOTALLY FAMILIAR
<br />WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW
<br />SIb FOUNDATION DETAILS
<br />S2d FRAMING: PLAN
<br />S2b FRAMIW3 DETAILS
<br />82G FRAMING: DETAILS
<br />83 STRUCTURAL SPECIFICATIONS
<br />NONBEARING WALLS AND PARTITIONS INTERIOR
<br />0 HR
<br />0 HR
<br />Q�1�/�
<br />�V
<br />SYMBOL 1 1a/,L LEGEND
<br />FLOOR CONSTRUCTION AND SECONDARY MEMBERS
<br />0 HR
<br />0 HR
<br />ROOF CONSTRUCTION ANp SECONDARY MEMBERS
<br />0 HR
<br />0 HR
<br />TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING AND NON BEARING:
<br />BASED ON FIRE SEPARATION DISTANCE
<br />-
<br />FIRE MARSHAL.
<br />9INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN
<br />ACCORDANCE WITH ASTM E 84.
<br />CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS.
<br />10. UNLESS OTHERWISE SPECIFIED, THE G.C, SHALL FURNISH A WRITTEN
<br />GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR),
<br />PO PLUMBING COVER SHEET.
<br />PI PLUMBING FLOOR PLAN - DEMOLITION
<br />FIRE SEPARATION DISTANCES
<br />REQUIRED
<br />PROVIDED
<br />LESS THAN 5'-0"
<br />1 HR
<br />N/A
<br />BUILDING SECTION SYMBOL
<br />10, SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN
<br />ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C
<br />636.
<br />AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE (1)
<br />YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL
<br />APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL
<br />COST TO THE OWNER.
<br />P2 PLUMBING FLOOR PLAN - GRAVITY PIPING
<br />P3 PLUMBING FLOOR PLAN - PRESSURE PIPING
<br />P4 PLUMBING FLOOR ROOF -GRAVITY PIPING
<br />P5 PLUMBING SANITARY RISER DIAGRAM
<br />FROM 5'-0" TO 10-0"
<br />1 HR
<br />N/A
<br />FROM 10'-0" TO 20'-0"
<br />0 HR
<br />N/A
<br />_
<br />11. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM
<br />SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND
<br />11, IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR
<br />CONTRACTORS TO COMPLY WITH ALL THE REQUIREMENTS OF THE
<br />P6 PLUMBING WATER RISER DIA3RAM
<br />FROM 20-0" TO 30'-0"
<br />0 HR
<br />N/A
<br />GREATER THAN 30-0"
<br />0 HR
<br />0 HR
<br />WALL SECTION SYMBOL
<br />SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE WITH
<br />A5TM E 04.
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF n10 BY THE U.S.
<br />DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS
<br />AND EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED
<br />MO.1 MECHANICAL LEGI30, NOTES, AND SCHEDULES
<br />MO.2 MECHANICAL SMCFICATIONS
<br />12. INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND
<br />STATE OR LOCAL LAWS.
<br />MO.3 MECHANICAL SPECIFICATIONS
<br />-
<br />WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT
<br />SURFACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE FINISHED
<br />FLOOR MINIMUM. THE MATERIALS USED IN SUCH WALLS SHALL BE OF
<br />A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
<br />12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS
<br />COULD BE SECURED, THEIR ABSOLUTE ACCURACY IS NOT
<br />GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT LOCATIONS,
<br />FIRE AND SMOKE PROTECTION FEATURES
<br />MO.4 MECHANICAL SPECIFICATIONS
<br />Ml.l MECHANICAL FLOOR PLAN - DEMOLITION
<br />M1.2 MECHANICAL ROOF MAN _ DEMOLITION,
<br />ASSEMBLY FIRE RATINGS
<br />REQUIRED
<br />PROVIDED
<br />_
<br />DETAIL SYMBOL
<br />13, SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE
<br />2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION
<br />AND SHALL COMPLY WITH CHAPTER 1 SECTION 103 SIGNS.
<br />MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL
<br />SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF
<br />THE BUILDING. DO NOT SCALE PRINTS, VERIFY ALL DIMENSIONS
<br />WITH THE ARCHITECT PRIOR TO COMMENCING WORK.
<br />M2.1 MECHANICAL FLOOR PLAN - NEW CONSTRUCT(
<br />M2.2 MECHANICAL ROOF PLAN - NEW CONSTRUCTION
<br />M3,1 MECHANICAL DETAILS
<br />FIRE WALL - 106.1 AND TABLE 106.4
<br />N/A
<br />N/A
<br />SHAFT AND EXIT ENCLOSURES - 108A / 1016.1
<br />LESS THAN 4 STORIES
<br />N/A
<br />N/A
<br />OCCUPANCY SEPARATION - 101.3.8 / 508
<br />N/A
<br />N/A
<br />_
<br />-- DETAIL SYMBOL
<br />13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL
<br />NOT BE ALTERED IN ANYWAY BY THE CONTRACTOR OR THE OWNER.
<br />ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT Or -
<br />RECORD.
<br />EO LEGEND AND LIGHTING FIXTURE SCHEDULE
<br />El SITE PLAN - L*WTINCs AND POWER
<br />E2 FLOOR PLAN - DEMOLITION - POWER AND
<br />LIGHTING
<br />TENANT SEPARATION - 1013.1
<br />N/A
<br />N/A
<br />EXIT PASSAGEWAY - 101.3.3 / 1022.1
<br />N/A
<br />N/A
<br />HORIZONTAL EXIT - 1013A / 1023.1
<br />WA
<br />N/A
<br />E3 ROOF PLAN - DEMOLITION - POWER
<br />E4 FLOOR PLAN - LIGHTING
<br />E5 FLOOR PLAN - POWER AND COMMUNICATI
<br />SINGLE OCCUPANCY FIRE AREA - 101.3.9
<br />WA
<br />N/A
<br />CORRID0R6 (OCCUPANT LOAD LESS THAN 30)
<br />I018.1 (UNSPRINKLERED)
<br />N/A
<br />N/A
<br />TOP OF SLAB F•F•E, _-_ ELEVATION MARK
<br />TOP
<br />El6 ROOF PLAN - POWER
<br />El ELECTRICAL DETAILS
<br />E8 POWER DISTRIBUTION RISER DIAGRAM AND
<br />PANEL EDULE
<br />INTERIOR ELEVATION MARK
<br />INTERIOR FINISHES
<br />E9 SPECIFICATIONS
<br />EIO SPECIFICATIONS
<br />INTERIOR WALL AND CEILING: FINISH REQUIREMENTS BY OCCUPANCY - TABLE 803.13
<br />KEYED DRAWING NOTES
<br />Ell SPECIFICATIONS
<br />GROUP: BUSINESS GROUP 'B'
<br />O DOOR NUMBER SYMBOL
<br />EXIT ENCLOSURES AND EXIT PASSAGEWAYS
<br />CLASS A
<br />CORRIDORS
<br />CLASS B
<br />ROOMS AND ENCLOSED SPACES
<br />CLASS G
<br />000 ROOM NUMBER SYMBOL
<br />MEANS OF EGS RES
<br />O WINDOW SYMBOL
<br />CABLE 10&A - MAXMUM FLOOR AREA ALLOWANCE PER OCCUPANT
<br />FLOOR AREA IN
<br />FUNCTION OF SPACE
<br />SQ FT. PER
<br />OCCIIPANTS
<br />OCCUPANT
<br />REVISION
<br />�jp/1�E/�T SCOPE
<br />PROJECT
<br />BUSINESS -GROUP 'B'
<br />100 SF
<br />12 OCCUPANTS
<br />FLORIDA PRODUCT APPROVAL
<br />VV �7V
<br />MEANS OF EGRESS
<br />REQUIRED
<br />PROVIDED
<br />SYSTEM
<br />MANUFXnFr:R
<br />PRODUCT
<br />APPROVAL NUMBER
<br />RENOVATIONS AND ADDITIONS TO AN EXISTING SINGLE STORY FREE
<br />STANDING MASONRY BUILDING INCLUDING BUILDING, FULL SITE
<br />DEVELOPMENT AND UTILITIES. - -
<br />EGRESS WIDTH PER PERSON (LEVEL) - 1005.1
<br />02" x 12 = 14.4"
<br />200"
<br />DOORS
<br />YKK AP
<br />35DH MEDIUM STYLE
<br />8112.1
<br />MINIMUM CLEAR EXIT DOOR OPENING - 1008.1.1
<br />32"
<br />> 34
<br />WINDOWS
<br />YKK AP
<br />YES 45 PI
<br />1019.1
<br />- -
<br />MAXIMUM COMMON PATH OF TRAVEL - 10143
<br />15 FT
<br />< 15
<br />-
<br />WALL TYPES
<br />ROOFING
<br />DURO-LAST
<br />THERMOPLASTIC
<br />SINGLE PLY
<br />15513.1
<br />MAXIMUM TRAVEL DISTANCE - TABLE 1016.1
<br />200 FT
<br />< 200
<br />MINIMUM CORRIDOR WIDTH - I0182
<br />44"
<br />> 44
<br />MAXIMUM DEAD END CORRIDOR LENGTH - 1018.4
<br />20 FT
<br /><20
<br />KEY PLAN SECTION SYMBOL
<br />MINIMUM NUMBER OF EXITS - 1021.1 / 1021.2
<br />2
<br />4
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<br />OLIVERI ARCHITECTS"
<br />32101 U.S. HWY.19
<br />PALM HARBOR, FLORIDA 34(o84.
<br />121-181-1525d
<br />STRUCTURAL
<br />MOHAN ENGINEERING
<br />3040 GULF TO BAY BLVD., SUITE 209
<br />CLEARWATER, FLORIDA 33159
<br />121. -IV, 1505
<br />PLUMBING: /MECHANICAL
<br />/ ELECTRICAL
<br />APG ELECTRC I
<br />4825 140TH AVENUE NORTH, SUITE K
<br />CLEARWATER, FLORIDA 33162-38221
<br />121-530-0011
<br />REVISIONS
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<br />Date: 12.
<br />23. 14
<br />Scale: AS
<br />NOTED
<br />Project Mgr: DSH
<br />Drawn: SEH
<br />Job: 14-137
<br />Sheet
<br />T2
<br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\01-CDA\04-Architectural\_T2-CODE.dwg, 12/23/2014 3:17:41 PM, sharrison, Xerox 6604 PS.pc3
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