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MATERIAL LEGEND
<br />GENERAL NOTES
<br />BUILD INCH CODE INFORMATION
<br />INDEX OF DRAWINGS
<br />EARTH/ FILL
<br />I. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE
<br />APPLICABLE CODES:
<br />T1 TITLE SHEET
<br />AT2
<br />FPO FIRE PROTECTION SITE PLAN
<br />2
<br />CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL
<br />"NATIONAL
<br />THE FLORIDA BUILDING CODE, 2001 EDITION
<br />ABBREVIATION SHEET
<br />FRI FIRE PROTECTION EXISTING CONDITIONS PLAN
<br />2 FP2 FIRE PROTECTION PLAN
<br />BRICK
<br />CODE," ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND
<br />FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION.
<br />(FOUR VOLUMES) INCLUDING 2009 SUPPLEMENTS
<br />ASI OVERALL ARCHITECTURAL SITE PLAN
<br />2 , FP3 FIRE PROTECTION PLAN
<br />BUILDING (FBC;-B)
<br />AS2 ENLAI�ED ARCHITECTURAL SITE PLAN / DETAILS
<br />a
<br />2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE
<br />PLUMBING (FBC-P)
<br />A63 ARCHITECTURAL SITE DETAILS
<br />2 MGI MEDGAS DEMOLITION FLOOR PLAN
<br />a CONCRETE
<br />CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION"
<br />MECHANICAL (FBC-M)
<br />2 MCs2 MEDGAS DEMOLITION FLOOR PLAN
<br />AIA DOCUMENT A201.
<br />FUEL GAS (FBC-FG)
<br />Dla OVERALL DEMOLITION SITE FLAN
<br />2 i MG3 MEDGAS OVERALL FLOOR PLAN
<br />STUCCO, CEMENT PLASTER, LIGHTWEIGHT
<br />3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF
<br />FI E 10 C 20 1 0 1
<br />ADID PARTIAL DEMOLITION FLOOR PLAN
<br />MG4 MEDGAS RENOVATION FLOOR PLAN
<br />CONCRETE
<br />ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE
<br />1 LIFE SAFETY CODE FLORIDA EDITION 2006 EDITION
<br />M
<br />DIC PARTIAL DEMOLITION FLOOR PLAN
<br />2 i MG5 MEDGAS RENOVATION FLOOR PLAN
<br />17771
<br />INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND
<br />E I AL E 0 I N
<br />2 MG6 MEDICAL GAS DETAILS
<br />CMU- LARGE SCALE
<br />REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY
<br />LSI LIFE SAFETY PLAN - PHASE I
<br />z MGM MEDCsAB EQUIPMENT SCHEDULES
<br />NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS.
<br />L82 LIFE SAFETY PLAN - PHASE 2
<br />CMU- SMALL SCALE
<br />4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE
<br />O=IPANCY CLASSIFICATION=
<br />OLS3 LIFE SAFETY PLAN - PHA-5E 3
<br />2 PDI PLUM5NG SPECIFICATIONS / SCHEDULE
<br />WORK OF THEIR TRADE, TO ENSURE FIRST CLA55 WORKMANSHIP. ANY WORK NOT EQUAL
<br />FBC - BUILDING, CHAPTER 3
<br />P.PLUMBING SCHEDULE
<br />TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL
<br />SECTION 304: BUSINESS OCCUPANCY - GROUP B -FULLY SPRIKLERED
<br />OAI OVERALL BUILDING FLOOR PLAN
<br />z PI PLUM5ING DEMOLITION FLOOR PLAN - SANITARY SEWER
<br />METAL -LARGE SCALE
<br />COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE
<br />z P2 PLUMBING DEMOLITION FLOOR PLAN - SANITARY SELLER
<br />UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE
<br />2 Ala OVERALL FLOOR PLAN
<br />P3 PLUMBING DEMOLITION FLOOR PLAN -WATER
<br />METAL OR SHEET METAL -SMALL SCALE
<br />THE COST TO THE SUBCONTRACTOR
<br />HEICsHT AND BUILDING AREA:
<br />2 i Alb ENLARGED PARTIAL FLOOR PLAN
<br />P4 PLUM5NG DEMOLITION FLOOR PLAN - WATER
<br />SOLE RESPONSIBILITY TO DETERMINE ERECTION
<br />5. IT 15 THE GENERAL CONTRACTOR'SFBC
<br />-BUILDING, CHAPTER 5: TYPE IL-B, FULLY SPRINKLERED
<br />i AlC ENLAIF43ED PARTIAL FLOOR PLAN
<br />2 ' P5 PLUMBING RENOVATION FLOOR PLAN - SANITARY SEWER
<br />WOOD FINISH
<br />PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING
<br />AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED
<br />AREA MODIFICATION FOR FRONTAGE INCREASE - 506.2 0.00%'o
<br />Aid ENLARGED PARTIAL FLOOR PLAN
<br />AAle
<br />t STORM DRAIN
<br />FLOOR SANITARY SEWER
<br />AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 506.3 200%
<br />ENLARGED TOILET PLAN / DETAILS
<br />ILP6 PLUMBING RENOVATION PLAN -
<br />TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE
<br />Alf ENLARGED TOILET PLAN / DETAILS
<br />t STORM DRAN
<br />`
<br />NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
<br />AI_LOWED PROVIDED
<br />Al ENLARGED TOILET PLAN / DETAILS
<br />2 ' Pl PLUMBING RENOVATION FLOOR PLAN - WATER
<br />- WOOD BLOCKING CONTINUOUS
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />TABLE 503: HEIGHT AND BUILDING AREA
<br />Ala OVERALL, DIMENSIONED FLOOR PLAN
<br />2 P8 PL,UM5NG RENOVATION FLOOR PLAN - WATER
<br />ro- ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR
<br />Alb ENLARGED PARTIAL DIMENSIONED FLOOR PLAN
<br />2 1 P9 PLUMBNG ENLARGED PLANS - SANITARY t VENT
<br />WOOD BLOCKING INTERMITTENT
<br />DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS
<br />MAX. BUILDING HEIGHT 55, 25'
<br />A2C ENLAI�xED PARTIAL DIMENSIONED FLOOR PLAN
<br />2 1 P10 PLUM51NCs ENLARGED PLANS - SANITARY t VENT
<br />SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL
<br />MAX. STORIES 4 1
<br />A2d ENLARGED PARTIAL DIMENSIONED FLOOR PLAN
<br />2 1 Pli PLUMBING ENLARGED PLANS - WATER
<br />NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL
<br />AREA PER FLOOR (MULTI -STORY) 23,000 SF
<br />2 A3a OVERALL REFLECTED CEILING PLAN
<br />2 P12 PLUMBING ENLARGED PLANE ^WATER
<br />PLYWOOD
<br />CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER
<br />SECTION 501.2
<br />2 A3b ENLARGED PARTIAL REFLECTED CEILING PLAN
<br />2 ' P13 SANITARY RISER D1,4CsRAMB
<br />1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS.
<br />5PRINKLERED ONE STORY UNLIMITED
<br />EXISTING AREA 55,290 SF
<br />2 A3G ENLARGED PARTIAL REFLECTED CEILING PLAN
<br />2 1 P14 SANITARY RISER DIACRAt'MS
<br />GYPSUM WALLBOARD
<br />A d E�IL.Afa'sED PARTIAL REFLECTED CEILING PLAN
<br />2 PI5 PLUMBING ROOF PLAN
<br />8- ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS.
<br />PROPOSED AREA 12,520 SF
<br />A3e CEILING DETAILS
<br />2 PI6 PLUMBING ROOF PLAN < STORM DRAIN
<br />TOTAL AREA ro8,110 SF
<br />-
<br />COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH
<br />QA,a ROOF PLAN
<br />2 Pll PLUM51NCs DETAILS
<br />RIGID INSULATION
<br />ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK
<br />A4b ROOF PLAN
<br />2 PIS PLUMBING DETAILS
<br />TO BE PERFORMED.
<br />CONSTRUCTION TYPE:
<br />Asa EXTERIOR ELEVATIONS
<br />BATT INSULATION
<br />9, IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD
<br />FBC,- BUILDING, CHAPTER ro
<br />A5b EXTERIOR ELEVATIONS
<br />2 1-10.1 MECHANICAL LEGEND, AND NOTES
<br />INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF H18 BID.
<br />TABLE 601 - FIRE RESISTANCE FOR BUILDING ELEMENTS
<br />QA5c EXTERIOR ELEVATIONS
<br />.2 MECHANICAL SPECIFICATIONS
<br />THIS INSPECTION IS REQUIRED 50 THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR
<br />REQ'D PROVIDED
<br />L2�Aba WALL SECTIONS
<br />0 MECHANICAL DEMOLITION PLAN
<br />WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS
<br />STRUCTURAL FRAME INCLUDING
<br />Abb WALL SECTIONS
<br />.0 MECHANICAL RENOVATION PLAN
<br />DEFINED IN THESE CONSTRUCTION DOCUMENTS.
<br />COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR
<br />AbG WALL SECTIONS
<br />.1 MECHANICAL RENOVATION PLAN
<br />10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL
<br />BEARING WALLS, EXTERIOR 0 HR 0 PR
<br />Abd WALL SECTIONS
<br />.2 MECHANICAL RENOVATION PLAN
<br />WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A
<br />BEARING WALLS, INTERIOR 0 HR 0 HR
<br />Abe WALL SECTIONS
<br />3 MECHANICAL RENOVATION PLAN
<br />PERIOD OF ONE (U YEAR FROM THE DATE OF 5UB5TANTIAL COMPLETION, WITH ALL
<br />NONBEARING WALLS, INTERIOR 0 HR 0 HR
<br />FLOOR CONSTRUCTION INCLUDING
<br />Abf WALL SECTIONS
<br />A MECHANICAL OVERALL FLOOR PLAN
<br />1-41
<br />APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER.
<br />SUPPORTING BEAMS t JOISTS 0 HR 0 HR
<br />Ab WALL SECTIONS
<br />0 MECHANICAL ROOF PLAN
<br />11. IT SHALL BE THE RESPONSIBILITY OF THE G.G. AND/OR CONTRACTORS TO COMPLY WITH
<br />ROOF CONSTRUCTION INCLUDING
<br />t 0 HR 0 HR
<br />WALL SECTIONS
<br />A61 WALL SECTIONS
<br />.0 MECHANICAL SCHEDULES
<br />MECHANICAL DETAILS
<br />ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY
<br />THE U.5. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND
<br />SUPPORTING BEAMS J015TS
<br />A6j WALL SECTIONS
<br />.1
<br />.0 MECHANICAL DETAILS
<br />EMPLOYEES TO COMPLY WIT"THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS.
<br />Abk WALL SECTIONS
<br />.1 MECHANICAL DETAILS
<br />MEANS ERE
<br />Ala INTERIOR ELEVATIONS
<br />12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS 15 AS EXACT AS COULD BE SECURED.
<br />FBC - BUILDING, CHAPTER 10
<br />2 Alb INTERIOR ELEVATIONS
<br />El ELECTRICAL LEGEND
<br />THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT
<br />FLOOR AREA PER OCCUPANT
<br />2 AlG INTERIOR ELEVATIONS
<br />E2 ELECTRICAL LIGHTING FIXTURE SCHEDULE
<br />LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY
<br />TABLE 1004.1.2: 100 SF
<br />2 Ald INTERIOR ELEVATIONS
<br />E3 ELECTRICAL SITE PLAN - DEMOLITION
<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 />FIRST FLR 12,828 SF 129 PERSONS
<br />INTERIOR ELEVATIONS
<br />E4 ELECTRICAL LIGHTING PLAN - DEMOLITION
<br />�Ale
<br />Alf INTERIOR ELEVATIONS
<br />E5 ELECTRICAL POWER PLAN - DEMOLITION
<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 />Al g INTERIOR ELEVATIONS
<br />Eb ELECTRICAL SITE PLAN - NEW WORK
<br />EGRESS WIDTH PER OCCUPANT - TABLE 1005.1
<br />Aea CA5INET DETAILS
<br />A6121 ELECTRICAL LIGHTING PLAN EAST - NEW WORK
<br />THE ARCHITECT OF RECORD.
<br />LEVEL (FIRST FLOOR) 129 x 0.2 = 25.8"
<br />A8b CABINET DETAILS
<br />AVINED ELECTRICAL LIGHTING PLAN WEST - NEW WORK
<br />14. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM. ANY AND ALL
<br />Z2AASa DOOR SCHEDULE / DETAILS
<br />E9 ELECTRICAL LIGHTING ENLARGED PLAN - NEW WORK
<br />EAST NEW
<br />INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR
<br />A9b DOOR DETAILS
<br />22SAEIO ELECTRICAL POWER/COMMUNICATIONS PLAN -
<br />MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM NECESSITATED BY THE WORK IN THIS
<br />ALLOW, PROVIDED
<br />AIOa WINDOW SCHEDULE / DETAILS
<br />WORK
<br />PERMIT SHALL BE DONE AS PER NFPA-13 2002 EDITION, BY A LICENSED FIRE SPRINKLER
<br />MIN. CLEAR DOOR OPENING - 1008.1.1 32" 2 34''
<br />A10b WINDOW DETAILS
<br />inSAEII ELECTRICAL POWER/COMMUNICATIONS PLAN WEST - NEW
<br />CONTRACTOR WITH SEPARATE PERMIT AND PLANS.
<br />COMMON PATH OF TRAVEL - I0133 15 FT <75 FT
<br />DAII MISCELLANEOUS DETAILS
<br />WOW"
<br />2 � HVAC
<br />15. THE EXISTING FACILITY 15 ACCOMMODATED WITH A FIRE ALARM SYSTEM, ANY AND ALL
<br />EXIT ACCESS TRAVEL DI5T. - TABLE 1015.1 300 FT < 300 FT
<br />E12 ELECTRICAL POWER / PLAN -EAST
<br />INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS ANp/OR
<br />MIN, CORRIDOR WIDTH - 1016.2 44" Z 44"
<br />OIDI FINISH FLOOR PLAN / SCHEDULES
<br />E13 ELECTRICAL POWER / HVAC PLAN - WEST
<br />S`r'M50L LEGEND
<br />MODIFICATIONS TO THE FIRE ALARM SYSTEM SHALL BE DONE AS PER NFPA-12 2002
<br />DEAD END CORRIDOR - 1016.3 5O FT <5O FT
<br />E14 ELECTRICAL ROOF PLAN - NEW WORK
<br />EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS.
<br />MIN. NUMBER OF EXITS - 1010.1 / 10182 2 ro
<br />NI ARCHITECTURAL SPECIFICATIONS
<br />E15 ELECTRICAL ANCA PLAN - PHASE
<br />N2 ARCHITECTURAL SPECIFICATIONS
<br />E16 ELECTRICAL ANCA PLAN - PHASE 11
<br />16. ALL FIRE, PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION AT ALL
<br />N3 ARCHITECTURAL SPECIFICATIONS
<br />2 Ell ELECTRICAL POWER DISTRIBUTION RISER DIAGRAM
<br />TIMES.
<br />NUMBER AND SIZE OF EXITS
<br />2 E18 FIRE ALARM RISER DIAGRAM AND NUIRSE CALL RISER
<br />DOUBLE ENTRANCE DOORS 66° x 2 = 132"
<br />DIAL RAM
<br />-
<br />3'-0" TENANT EXIT DOORS 34" x 1 = 34''
<br />4'-0" TENANT EXIT DOORS 46" x 2 = 92"
<br />A&Ame LIGHTING CONTROL owlaRAm, SCHEDULER AND DETAILS
<br />BUILDING SECTION SYMBOL
<br />DOUBLE AUTOMATIC ENTRANCE DOORS 88" x 1 ■ 68"
<br />E20 ELECTRICAL PANEL SCHEDULES AND LOAD
<br />I
<br />CONSTRUCTION NOTES
<br />TOTAL EXIT WIDTH 346"
<br />CALCULATIONS
<br />AE21
<br />ELECTRICAL PANEL SCHEDULES AND LOAD
<br />INTERIOR FINISHES:
<br />E22 ELECTR CTAL ENLARGED POWER / C.OMM. PLAN - WEST
<br />-
<br />I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE
<br />FBC - BUILDING, CHAPTER 8 BUSINESS - GROUP B (FULLY 5PRINKLERED)
<br />E23 ELECTRICAL ENLARGED O.R. PLANS, DETAILS AND NOTES
<br />WALL SECTION SYMBOL
<br />WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLA55 "B" INTERIOR FINISH RATING
<br />AREA. "C"
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.5
<br />VERTICAL EXITS AND EXIT PASSAGEWAYS: CLA55 B
<br />i-� `
<br />RMEW DATE:_[ L
<br />51*1 STRUCTURAL SPECIFICATIONS
<br />IN EXIT AND EXIT ACCESS CLASS ELSEWHERE-
<br />EXIT ACCESS CORRIDORS / EXITWAYS: CLASS C
<br />CITY OFUPHYR, Iy,
<br />2 52.1 FOUNDATION PLAN
<br />2, ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS 51DE WITHOUT THE USE OF A
<br />ROOMS AND ENCL05ED SPACES: CLASS C
<br />MILDING OFFICFA.L G�,
<br />2 S22 FRAMING PLAN
<br />KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR
<br />2 52.3 FRAMING / FOUNDATION PLANS
<br />SURFACE BOLTS SHALL NOT BE USED.
<br />S2A FOUNDATION PLAN / SITE WALL
<br />DETAIL SYMBOL
<br />3, ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WH05E BOTTOM EDGE IS LE55 THAN 60
<br />S3.I BTRLICTURAL DETAILS
<br />83.2 STRUCTURAL WALL SECTIONS
<br />INCHES ABOVE THE FLOOR AND GLASS BELOW IS" A.F.F. AND ALL GLAZING IN DOORS
<br />SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER
<br />r.;OMPI.Y Wrll�
<br />533 STRUCTURAL WALL SECTIONS
<br />FBC-2406.1
<br />BUILDING SHALL
<br />83.4 STRUCTURAL WALL SECTIONS
<br />Ai.1-, APPLICABLE BUILDING,
<br />63B STRUCTURAL WALL SECTIONS
<br />-
<br />4, OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 60"
<br />ELECTRICAL, PLtMBiNG AW
<br />53b STRUCTURAL WALL SECTIONS
<br />ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS,
<br />AT 21" ABOVE
<br />S3.1 STRUCTURAL WALL SECTIONS
<br />DETAIL SYMBOL
<br />,�
<br />CORRIDORS, PASSAGEWAYS, OR AISLES, OBJECTS MOUNTED OR BELOW
<br />FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED
<br />y(CE3A2tt.'OALC:(JID.S.
<br />63$ STRUCTURAL WALL SECTIONS
<br />ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE
<br />MANEUVERING SPACE.
<br />AS4.1 FOUNDATION DETAILS
<br />CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR
<br />542 FR4 LING DETAILS
<br />843 FRAMING DETAILS
<br />5, PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT
<br />64A FRAMING DETAILS
<br />LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET
<br />OIL 0'-0" F.F.E. ELEVATION MARK
<br />ACCESSORIES, GRAB BARS, WALL STOPS, ETC- 18GA. GALV. FLAT METAL MAY BE USED IN
<br />S45 FRAMING DETAILS
<br />TOP OF SLAB
<br />LOCATIONS APPROVED BY ARCHITECT,
<br />6. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME
<br />�/+
<br />PROJECT SCOPE
<br />SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED AS
<br />FOLLOWS:
<br />-/-- INTERIOR ELEVATION MARK
<br />6.1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRE5TOPPED AT
<br />EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF
<br />KEYED DRAWING NOTES
<br />SUPPORT FOR ROOFS
<br />6.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY DRAFT5TOP5 INTO
<br />CONSTRUCTION OF A SINGLE STORY EXPANSION OF AN EXISTING OUT
<br />AREAS NOT TO EXCEED 3,000 SOFT
<br />ro3.ANY CONGEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ABOVE ROOF
<br />PATIENT MEDICAL CENTER INCLUDING BUILDING, FULL SITE
<br />O DOOR NUMBER SYMBOL
<br />SHALL BE DRAFTSTOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF
<br />DEVELOPMENT AND UTILITIES.
<br />SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT
<br />OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1,000 SQFT FOR ANY SPACE
<br />BETWEEN CEILING AND FLOOR, AND 3,000 SOFT FOR ANY SPACE BETWEEN CEILING
<br />PROJECT TEA1'1
<br />LOCATION MAP
<br />000 ROOM NUMBER SYMBOL
<br />AND ROOF
<br />ro.4.DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2" THICK GYPSUM BOARD,
<br />15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY
<br />SUPPORTED
<br />A� =
<br />O WINDOW SYMBOL
<br />ro.5-THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED
<br />ARCHITECT
<br />51RUC 1URA
<br />t Kin,_, rJr,
<br />OLIVERI ARCHITECTS
<br />MOHAN ENGINEERING
<br />I-rhel A:e
<br />1. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR To THE CEILING
<br />32101 U.S. HWY.19
<br />3040 GULF TO BAY BLvD., SUITE 209
<br />�.
<br />AND BE SECURELY ATTACHED THERETO. WHERE SAID CEILING 15 NOT PART OF AN
<br />PALM HARBOR, FLORIDA 34054
<br />CLEARWATER, FLORIDA 33159
<br />m Q*,
<br />ASSEMBLY PAVING A FIRE RESISTANCE RATING AT LEAST EQUAL TO THAT REQUIRED FOR
<br />PHONE: 121. 181, 7525
<br />PHONE: 127. 191, 7505
<br />x1 "'
<br />Cx
<br />THE PARTITION, THE PARTITION SHALL BE CONSTRUCTED TIGHT AGAINST THE FLOOR OR
<br />REVISION
<br />THE ROOF DECK ABOVE.
<br />Ci 2
<br />8. PENETRATION OF FIRE RATED WALLS, FLOORS, OR FLOOR/ CEILING ASSEMBLIES FOR
<br />CIVIL
<br />HAMILTON ENGINEERING t SURVEYING, INC.
<br />FIRE PROTECTION / MEDGAS /
<br />`. nus ti,*
<br />f
<br />U PROJECT
<br />PLUMBING / MEG-4�ICAL
<br />ELECTRICAL, TELEPHONE, PLUMBING, N.v.A.G. DUCTS, COMMUNICATION SYSTEMS OR SIMILAR
<br />FACILITIES SHALL BE PERMITTED BY NON-COMBUSTIBLE PIPE OR CONDUIT WHEN ALL
<br />311 NORTH NEWPORT AVENUE, SUITE 100
<br />ADVANCED SYSTEMS ENG, INC
<br /><• t:er:v Cyr
<br />'� �- S ITE
<br />OPENINGS AROUND THE PIPE OR CONDUIT ARE FIRESTOPPED WITH APPROVED
<br />TAMPA, FLORIDA 33606
<br />PHONE: 813. 250. 3535
<br />12601 AUTOMOBILE BLVD. NO., 2Np FLR.
<br />r
<br />=
<br />NON-COMBUSTIBLE MATERIALS OR WHEN THE PENETRATION 15 PROTECTED WITH A SYSTEM
<br />CLEARWATER, FLORIDA 33162
<br />;:
<br />,n
<br />;,atx, Cv1 0( [+�a yger to
<br />WHICH PA5 AN "F" RATING EQUAL TO OR GREATER THAN THE A55EMBLY IN WHICH THE
<br />PHONE: 121. 540. 9396
<br />n"
<br />PENETRATION OCCURS.
<br />S=ARE FOOTAGE SREAK-DOWN
<br />LANDSCAPE AWCHITECT
<br />t"'
<br />osAve
<br />9. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L-, G.A. OR OTHER APPROVED TESTING
<br />COMLEY DESIGN APSOCIATES
<br />1666 LANEY DRIVE
<br />ELECTRICALELECTRICAL
<br />-,vit+Ave
<br />-
<br />WALL TYPES
<br />AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY ASSEMBLIES MUST BE BUILT
<br />PALM HARBOR, FLORIDA 34683
<br />APG ELECTRIC
<br />[; r
<br />C, L. `", Ave
<br />THE COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING AGENCY.
<br />PHONE: 121. 12,T. 2840
<br />4825 140TH AVENUE NORTH, SUITE K
<br />CONDITIONED AREAS'
<br />CLEARWATER FLORIDA 33162-3822
<br />10. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS
<br />OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL.
<br />EXISTING 12828 SQFT
<br />PROPOSED ADDITION 55290 SQFT
<br />PHONE: 121. 530. 0011
<br />`'''n
<br />- 54 ~
<br />KEY PLAN SECTION SYMBOL
<br />11. 51GN46E SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY
<br />W
<br />TOTAL CONDITIONED AREA 68,118 SQFT
<br />CODE FOR BUILDING CONSTRUCTION (2004 EDITION) AND SHALL COMPLY WITH CHAPTER II
<br />SECTION 430 SIGNAGE.
<br />UNCONDITIONED AREAS:
<br />v.3lurnel.4a
<br />SOUTHWEST COVERED ENTRY UNCONDITIONED AREA 1,101 SQFT
<br />NORTH COVERED ENTRY UNCONDITIONED AREA 1,614 SQFT
<br />;I I ,, " L,rx a Ave -
<br />EAST COVERED ENTRY UNCONDITIONED AREA 432 SQFT
<br />arafln FYi
<br />TOTAL UNCONDITIONED AREA 3,141 SQFT
<br />H*nry
<br />TOTAL AREA UNDER ROOF lIA65 Sch=Tial
<br />_ .T1 E m
<br />426?0 Mi)a„r.n Portiais 02010 )57 \Vuo
<br />REVISIONS BY
<br />QANCA COMMENTS
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<br />Date: 12. 15. 10
<br />Scale: AS NOTED
<br />Project Mgr: JLO
<br />Drawn: AZP
<br />Job: 09-45
<br />Sheet
<br />T2
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