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1 1 .
<br />MATERIAL LEGEND
<br />CONSTRUCTION NOTES
<br />GENERAL NOTES
<br />BUILDING CODE INFORMATION
<br />INDEX OF DRAWING S
<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 STANDAIaDB
<br />TI TITLE SHEET
<br />BE IN ACCORDANCE WITH A5TM E84. ALL FINISH MATERIALS SHALL
<br />THE NATIONAL FIRE CODE "FLORIDA BUILDING CODE," "FLORIDA
<br />T2 ABBREVIATION SHEET
<br />MEET A CLASS "B" INTERIOR FINISH RATING IN EXIT AND EXIT
<br />PLUMBING CODE," "FLORIDA MECHANICAL CODE," "NATIONAL
<br />THE FLORIDA BUILDING CODE, 2010 EDITION
<br />BRICK
<br />a .
<br />n CONCRETE
<br />STUCCO, CEMENT PLASTER, LIGHTWEIGHT CONCRETE
<br />CMU- LARGE: SCALE
<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 />3" ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE
<br />IS LE55 THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18"
<br />AP.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS,
<br />TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER F15C-2406.1
<br />ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE,
<br />AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES
<br />HAVING LOCAL JURISDICTION.
<br />2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN
<br />ACCORDANCE WITH THE CURRENT EDITION OF THE "GENERAL
<br />CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT
<br />A201.
<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 />•BUILDING
<br />s PLUMBING
<br />•MECHANICAL
<br />s ENERGY CONSERVATION
<br />• ELECTRICAL
<br />SITE PLAN
<br />QI DI DEMOLITION DEMOLITION FLOOR PLAN
<br />03 DEMOLITION ROOF PLAN
<br />D4a DEMOLITION EXTERIOR ELEVATIONS
<br />1 4b DEMOLITION EXTERIOR ELEVATIONS
<br />L��
<br />ASI ARCHITECTURAL SITE PLAN
<br />A 2 ARCHITECTURAL SITE DETAILS
<br />A63 BOUNDAIRY SURVEY
<br />2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION
<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 AGGESSIBLE DE51GN
<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 />USE ONLY SKILLED CRAFTSMEN,
<br />4. ALL SUBCONTRACTORS SHALL&S
<br />LIFE SAFETY
<br />USE AND OCCUPANCY CLASSIFICATION
<br />METAL OR SHEET METAL -SMALL SCALE
<br />O O
<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 />.
<br />ADDITIONAL COSTSHOULD ANY SUBCONTRACTOR REFUSE TO
<br />REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR
<br />I la FLOOR PLAN
<br />I lb ENL'4RGED PI-'�N`3
<br />I DIMENSIONED FLOOR PLAN
<br />BUSINESS OCCUPANCY-GROUP'B'
<br />CLA551FICATION OF WORK PER FEBC EXISTING BUILDING SECTION 405 - ALTERATION LEVEL 3
<br />LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED
<br />MAY REMOVE AND REPLACE IT, AND C"ARGE THE COST TO THE
<br />I REFLECTED CEILING PLAN
<br />WOOD BLOCKING CONTINUOUS
<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 />SUBCONTRACTOR.
<br />5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO
<br />DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE
<br />A3b CEILING DETAILS
<br />ROOF PLAN
<br />EXTERIOR ELEVATIONS
<br />GENERAL BUILDINGHEIGHTS AND AREAS
<br />WOOD BLOCKING INTERMITTENT
<br />6. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING
<br />SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT
<br />EXTERIOR ELEVATIONS
<br />TABLE 503
<br />MAX, ALLOWEDPROVIDED
<br />PLYWOOD
<br />MATERIALS HAVING A FLAME SPREAD INDEX GREATER THAN CLASS
<br />ARE EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS:
<br />6.L EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL
<br />FIRESTOPPED AT EACH FLOOR LEVEL, AT THE TOP STORY
<br />CEILING LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS
<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 />WALL SECTIONSA
<br />WALL SECTIONS
<br />11C WALL SECTIONS
<br />Ala INTERIOR ELEVATIONS
<br />BUILDING AREA
<br />9,000 SF
<br />1)00 SFBE
<br />BUILDING HEIGHT
<br />40'
<br />16'-8"
<br />GYPSUM WALLBOARD
<br />RIGID INSULATION
<br />6.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUS DIVIDED BY
<br />DRAFT5TOP5 INTO AREAS NOT TO EXCEED 3,000 SQFT
<br />6.3.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE
<br />FLOOR OR ABOVE ROOF SHALL BE DRAFT5TOPPED FOR THE
<br />6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT
<br />DAMAGE OR DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED
<br />5URFACE5, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/
<br />Alb INTERIOR ELEVATIONS
<br />A8a CABINET DETAILS
<br />Aft CABINET DETAILS
<br />NUMBER OF STORIES
<br />2
<br />I
<br />TYPES OF CONSTRUCTION
<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 SQFT FOR ANY SPACE BETWEEN CEILING AND
<br />FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL NON
<br />CONFORMING u)oRK SHALL BE REJECTED AND RE -ACCOMPLISHED
<br />BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE
<br />OWNER.
<br />Aga DOOR SCHEDULE / DOOR DETAILS
<br />A9b WINDOW SCHEDULE / WINDOUJ DETAILS
<br />AIO MISCELLANEOUS DETAILS
<br />TYPE OF CONSTRUCTION - ve uNSPRINKLERED
<br />TABLE 601 - FIRE RESISTANCE RATINGs FOR BUILDING ELEMENTS
<br />FLOOR, AND 3,000 SOFT FOR ANY SPACE BETWEEN CEILING
<br />AND ROOF
<br />6.4.0RAFT6TOPPING MATERIALS SHALL BE NOT LESS THAN 1/2"
<br />THICK GYPSUM BOARD, 15/32" PLYWOOD, OR OTHER
<br />APPROVED MATERIALS THAT ARE ADEQUATELY SUPPORTED
<br />6.5.THE INTEGRITY OF ALL DRAFT5TOP5 SHALL BE MAINTAINED
<br />1, ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF
<br />NEW COMPONENTS.
<br />6. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF
<br />CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL
<br />&pi FINISH FLOOR PLAN / FINISH SCHEDULE
<br />NI ARCHITECTURAL SPECIFICATIONS
<br />N2 ARCHITECTURAL SPECIFICATIONS
<br />BUILDING ELEMENT
<br />REQUIRED
<br />PROVIDED
<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 />NOT BE BROKEN UP FOR BID PURPOSES. SUCH ACTION MAY RESULT
<br />1. 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
<br />COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING
<br />IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK
<br />TO BE PERFORMED.
<br />9. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
<br />I la FOUNDATION PLAN
<br />1 lb FOUNDATION DETAILS
<br />1 2a FRAMING PLAN
<br />NONBEARING WALLS AND PARTITION5 - EXTERIOR
<br />0 HR
<br />0 HR
<br />-
<br />NONBEARING WALLS AND PARTITIONS INTERIOR
<br />0 HR
<br />0 HR
<br />FLOOR CONSTRUCTION AND SECONDARY MEMBERS
<br />0 HR
<br />0 HR
<br />SYMBOL LEGENDAGENCY.
<br />8. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN
<br />THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL
<br />FIRE MARSHAL.
<br />5. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN
<br />ACCORDANCE WITH ASTM E 84.
<br />10. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN
<br />AC CORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C
<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 SHALL BE TOTALLY FAMILIAR
<br />WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW
<br />CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS.
<br />10, UNLESS OTHERWISE SPECIFIED, THE G.G. SHALL FURNISH A WRITTEN
<br />GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR),
<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 OREPAIRS OR REPLACEMENTS AT NO ADDITIONAL
<br />COST TO
<br />I 2b FRAMING DETAILS
<br />1 2G FI?AMINKs DETAILS
<br />63 STRUCTURAL SPECIFICATIONS
<br />PO PLUMBING COVER SHEET
<br />PI PLUMBING FLOOR PLAN - DEMOLITION
<br />PLUMBING FLOOR PLAN - GRAVITY PIPING
<br />1 PLUMBING FLOOR PLAN - PRESSURE PIPING
<br />P4 PLUMBING FLOOR ROOF -GRAVITY PIPING
<br />1 PLUMBING SANITARY RISER DIAGRAM
<br />ROOF CONSTRUCTION AND SECONDARY MEMBERS
<br />0 HR
<br />0 HR
<br />_
<br />BUILDING SECTION SYMBOL
<br />TABLE 602 - FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS BEARING AND NON BEARING
<br />BASED ON FIRE SEPARATION DISTANCE
<br />FIRE SEPARATION DISTANCES
<br />REQUIRED
<br />PROVIDED
<br />LESS THAN 5'-0"
<br />1 HR
<br />N/A
<br />FROM F-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 />1 6 PLUMBING WATER RISER DIAGRAM
<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 />ASTM E 84.
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 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 />QI �'10.I MECHANICAL LEC�END� NOtEQJ� AND SCHEDULEQJ
<br />M0.2 MECHANICAL SPECIFICATIONS
<br />12. INTERIOR WALL SUWACES WITHIN (2) TWO FEET OF URINALS AND
<br />STATE OR LOCAL LAWS.
<br />MO.3 MECHANICAL SPECIFICATION
<br />_
<br />DETAIL SYMBOL
<br />WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONA55ORBENT
<br />SUWACE 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 />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 />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.G. SHALL OBTAIN EXACT LOCATIONS,
<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 />FIRE AND SMOKE PROTECTION FEATURES
<br />MO.4 MECHANICAL SPECIFICATIONS
<br />MI.I MECHANICAL FLOOR PLAN - DEMOLITION
<br />��M�,�12 MECHANICAL ROOF PLAN - DEMOLITION
<br />/ � /�,�Y .l MECHANICAL FLOOR PLAN - NEW CCNSTRI,ICTI
<br />M2.2 MECHANICAL ROOF PLAN - NEW CONSTRUCTION
<br />M3.I MECHANICAL DETAILS
<br />ASSEMBLY FIRE RATINGS
<br />REQUIRED
<br />PROVIDED
<br />FIRE WALL - 106.1 AND TABLE 106.4
<br />N/A
<br />N/A
<br />SHAFT AND EXIT ENCLOSURES - 108.4 / 101ed
<br />LESS THAN 4 STORIES
<br />N/A
<br />N/A
<br />OCCUPANCY SEPARATION - 1013.8 / 508
<br />N/A
<br />N/A
<br />_
<br />-- DETAIL SYMBOL
<br />/
<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 OF
<br />RECORD.
<br />ASE0 LEGEND AND L*wiws FIXTURE SCHEDULE
<br />E) SITE PLAN - LIGHTING 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 />N/A
<br />N/A
<br />3ROOF PLAN - DEMOLITION - POWER
<br />4 FLOOR PLAN - LIGHTINGA
<br />$ FLOOR PLAN - POWER AND COM"ICATION
<br />1(p
<br />SINGLE OCCUPANCY FIRE AREA - 1013.9
<br />W
<br />N/A
<br />CORRIDORS (OCCUPANT LOAD LESS THAN 30) -TOP
<br />1018.1 (UNSPRINKLERED)
<br />N/A
<br />N/AR
<br />0'-0" F.F.E. ELEVATION MARK
<br />OF SLAB
<br />-
<br />El ELECTRICAL DETAILS
<br />ib POWER DISTRIBUTION RISER DIAdR4M AND
<br />PANEL EDULE
<br />INTERIOR ELEVATION MARK
<br />INTERIOR FINISHES
<br />ES SPECIFICATIONS
<br />EIm SPECIFICATIONS
<br />INTERIOR WALL AND CEILING FINISH REQUIREhMTS BY OCCUPANCY -TABLE 803.9
<br />KEYED DRAWING NOTES
<br />Ell SPECIFICATIONS
<br />GROUP: BUSINESS GROUP'5'
<br />O
<br />DOOR NUMBER SYMBOL
<br />EXIT ENCL05URE5 AND EXIT PASSAGEWAYS
<br />CLA55 A
<br />jis n �S j
<br />t✓
<br />� (,1.1'h
<br />tt��ff
<br />CORRIDORS
<br />CLASS B
<br />ROOMS AND ENCLOSED SPACES
<br />CLASS C
<br />000 ROOM NUMBER SYMBOL
<br />/ 's
<br />O WINDOW SYMBOL
<br />MEANS OF EGRESS
<br />/ ,01-
<br />TABLE 1004.0 - MAXMUM FLOOR AREA ALLOWANCE PER OCCUPANTOOR
<br />AREA
<br />ESQ
<br />I
<br />FUNCTION OF SPACE
<br />FT. PERM
<br />OCCUPANTS
<br />CCCUPANT
<br />REVISION
<br />PROJECT SCOPE
<br />BUSINESS - GROUP'B'
<br />100 SF
<br />12 OCCUPANTS
<br />FLORIDA PRAPPROVALODUCT
<br />MEANS OF ECsRESS REQUIRED PROVIDED
<br />SYSTEM
<br />MANUFACTURER
<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 />EGRE58 WIDTH PER PERSON (LEVEL) - 1005.1
<br />02" x 12 : 14.4"
<br />2001.
<br />DOORS
<br />YKK AP
<br />35DH MEDIUM STYLE
<br />S112,1
<br />MINIMUM CLEAR EXIT DOOR OPENING - 1008.1.1
<br />32"
<br />> 34
<br />WINDOWS
<br />YKK AP
<br />YES 45 FI
<br />1019.1
<br />MAXIMUM COMMON PATH OF TRAVEL - 10143
<br />15 FT
<br />< 15
<br />WALL TYPES
<br />ROOFING
<br />DURO-LAST
<br />THERMOPLASTIC
<br />SINGLE PLY
<br />1559.1
<br />MAXIMUM TRAVEL DISTANCE - TABLE 1016.1
<br />200 FT
<br />< 200
<br />MINIMUM CORRIDOR WIDTH - 10182
<br />44"
<br />> 44
<br />MAXIMUM DEAD END CORRIDOR LENGTH - 1018.4
<br />20 FT
<br />< 20
<br />_
<br />KEY PLAN SECTION SYMBOL
<br />MINIMUM NUMBER OF EXITS - 102IJ / 10211
<br />2
<br />4
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<br />PROJECT TEAM
<br />ARCHITECT
<br />OLIVERI ARCHITECTS
<br />32101 U.S. HWY.1944-
<br />PALM HARBOR, FLORIDA 34684
<br />121-181-1525
<br />STRUCTURAL
<br />MOHAN ENGINEERING
<br />3040 GULF TO BAY BLVD., SUITE 209
<br />CLEARWATER, FLORIDA 33159
<br />121. 191" 1505
<br />PLUMBIN[s / MECHANICAL
<br />/ ELECTRICAL
<br />APG ELECTRIC
<br />4825 140TH AVENUE NORTH, SUITE K.
<br />CLEARWATER, FLORIDA 33162-3822
<br />121-530-0011
<br />REVISIONS
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<br />Date: 12. 23. 14
<br />Scale: AS NOTED
<br />Project Mgr: DSH
<br />Drawn: SEH
<br />Job: 14-137
<br />Sheet
<br />T2
<br />1, ,
<br />1, .
<br />
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