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MATERIAL LEGEND
<br />GENERAL NOTES
<br />WILDING 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 />Ti TITLE SHEET
<br />3
<br />QQ'1'2 SHEET
<br />2 1 FPO FIRE PROTECTION SITE PLAN
<br />CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL
<br />THE FLORIDA BUILDING CODE, 2001 EDITION
<br />ABBREVIATION
<br />� FPI FIRE PROTECTION EXISTING CONDITIONS PLAN
<br />BRICK
<br />CODE," "NATIONAL 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 />4 3 ASI OVERALL ARCHITECTURAL SITE PLAN
<br />2 1 FP2 FIRE PROTECTION PLAN
<br />2 1 FP3 FIRE PROTECTION PLAN
<br />BUILDING (FBc-5)
<br />4 A52 ENLARGED ARCHITECTURAL SITE PLAN / DETAILS
<br />e CONCRETE
<br />2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE
<br />"GENERAL
<br />PLUMBING (FBG-P)
<br />MECHANICAL CFBG-M)
<br />4 A83 ARCHItEGTURAL SITE DETAILS
<br />2 MGl MEDGAS DEMOLITION FLOOR PLAN
<br />CURRENT EDITION OF THE CONDITIONS OF THE CONTRACT FOR CONSTRUCTION"
<br />AIA DOCUMENT A201.
<br />FUEL GAS (FBC-FG)
<br />MG2 MEDGAS DEMOLITION FLOOR PLAN
<br />FLORIDA FIRE PREVENTION CODE 2001 EDITION I
<br />QD1e OVERALL DEMOLITION SITE PLAN
<br />2 MG3 MEDC- AS OVERALL FLOOR PLAN
<br />STUCCO, CEMENT PLASTER, LIGHTWEIGHT
<br />3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF
<br />NFPA 101 LIFE SAFETY CODE FLORIDA EDITION 2006 EDITION
<br />Dlb PARTIAL DEMOLITION FLOOR PLAN
<br />2 MG4 MEDGAS RENOVATION FLOOR PLAN
<br />CONCRETE
<br />ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE
<br />DIG PARTIAL DEMOLITION FLOOR PLAN
<br />2 MG5 MEDGAS RENOVATION FLOOR PLAN
<br />INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND
<br />TI NA E C RI AL CO E 0 8 E IT ON
<br />MGb MEDICAL GAS DETAILS
<br />Lb A CMU- LARGE SCALE
<br />REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY
<br />4 3 LSI LIFE SAFETY PLAN - PHASE 1
<br />MGl MEDGAS EQUIPMENT 80HEDULES
<br />NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS.
<br />4 3 LS2 LIFE SAFETY PLAN - PHASE 2
<br />CMU- SMALL SCALE
<br />4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE
<br />OCCUPANCY CLASSIFICATION:
<br />4 3 t L83 LIFE SAFETY PLAN - PHASE 3
<br />2 6 P.m1 PLUMBING SPECIFICATIONS / SCHEDULE
<br />WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL
<br />FBG -BUILDING, CHAPTER 3
<br />2 PjC2 PLUMBINSCHEDULE
<br />G
<br />METAL -LARGE SCALE
<br />TD BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL
<br />COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE
<br />- -
<br />SECTION 304: BUSINESS OCCUPANCY GROUP B FULLY SPRIKLERED
<br />OAI OVERALL BUILDING FLOOR PLAN
<br />� Pl PLUMBING DEMOLITION FLOOR PLAN - SANITARY SEWER
<br />UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE
<br />b 4 Ale OVERALL FLOOR PLAN
<br />P2 PLUMBING DEMOLITION FLOOR PLAN - SANITARY SEWER
<br />P3 PLUMBINCs DEMOLITION FLOOR PLAN -WATER
<br />METAL OR SHEET METAL -SMALL SCALE
<br />THE COST TO THE SUBCONTRACTOR
<br />1-EIGHT AND BUILDING AREA:
<br />b 4 3 Alb ENLARGED PARTIAL FLOOR PLAN
<br />P4 PLUMBING DEMOLITION FLOOR PLAN - WATER
<br />AP5
<br />O O
<br />5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
<br />PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING
<br />FBG - BUILDING, CHAPTER 5: TYPE n-B, FULLY SPRINKLERED
<br />AREA MODIFICATION FOR FRONTAGE INCREASE - 5062 0.00%
<br />b a s Ak: ENLARGED PARTIAL FLOOR PLAN
<br />3 Ald ENLARGED PARTIAL FLOOR PLAN
<br />PLUMBING RENOVATION FLOOR PLAN - SANITARY SEWER
<br />4 STORM DRAIN
<br />WOOD FINISH
<br />AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED
<br />2 Ale ENLARGED TOILET PLAN / DETAILS
<br />OP6 PLUMBING RENOVATION FLOOR PLAN SANITARY SEWER
<br />TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE
<br />AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 506.3 200%
<br />Alf ENLARGED TOILET PLAN / DETAILS
<br />-
<br />4 STORM DRAIN
<br />WOOD BLOCKING CONTINUOUS
<br />NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />ALLOWED PROVIDED
<br />AI,., ENLARGED TOILET PLAN /DETAILS
<br />Pl PLUMBING RENOVATION FLOOR PLAN -WATER
<br />TABLE 503: HEIGHT AND BUILDING AREA
<br />4 A22 OVERALL DIMENSIONED FLOOR PLAN
<br />2 P8 PLUMBING RENOVATION FLOOR PLAN - WATER
<br />6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR
<br />& 4 Alb ENLARGED PARTIAL DIMENSIONED FLOOR PLAN
<br />2 1 PS PLUMBING ENLARGED PLANS - SANITARY 4 VENT
<br />WOOD BLOCKING INTERMITTENT
<br />DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS
<br />MAX. BUILDING HEIGHT 55, 25'
<br />b 4 A2G ENLARGED PARTIAL DIMENSIONED FLOOR PLAN
<br />2 PIC PLUMBING ENLARGED PLANS - SANITARY 4 VENT
<br />SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL
<br />MAX. STORIES 4 l
<br />4 A2d ENLARGED PARTIAL DIMENSIONED FLOOR PLAN
<br />2 1 Pl1 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 />6 2 1 A3e OVERALL REFLECTED CEILING PLAN
<br />2 1 P12 PLUMBING ENLARGED PLANS - WATER
<br />PLYWOOD
<br />CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER
<br />SECTION 5012
<br />b 2 1 A3b ENLARGED PARTIAL REFLECTED CEILING PLAN
<br />2 1 P13 SANITARY RISER DIAGRAMS
<br />1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS.
<br />SPRINKLERED ONE STORY UNLIMITED EXISTING AREA 55,290 SF
<br />b 2 A3G ENLARGED PARTIAL REFLECTED CEILING PLAN
<br />2 1 P14 SANITARY RISER DIAGRAMS
<br />GYPSUM WALLBOARD
<br />12,828 SF
<br />Aid ENLARGED PARTIAL REFLECTED CEILING PLAN
<br />2 PIS PLUMBING ROOF PLAN
<br />S. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS.
<br />PROPOSED AREA
<br />A3e CEILING DETAILS
<br />2 P16 PLUMBING ROOF PLAN 4 STORM DRAIN
<br />TOTAL AREA 68,118 SF
<br />COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH
<br />a 2 , ROOF MAN
<br />2 Pll PLUMBING 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 />Aye EXTERIOR ELEVATIONS
<br />AA
<br />BATT INSULATION
<br />S. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD
<br />FBC - BUILDING, CHAPTER 6
<br />A51v EXTERIOR ELEVATIONS
<br />mi MECHANICAL LEGEND, AND NOTES
<br />INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID.
<br />TABLE 601 -FIRE RESISTANCE FOR BUILDING ELEMENTS
<br />2 Abe EXTERIOR ELEVATIONS
<br />02 MECHANICAL SPECIFICATIONS
<br />THIS INSPECTION IS REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR
<br />Q` PROVIDED
<br />2 Abe WALL SECTIONS
<br />1� MECHANICAL DEMOLITION FLAN
<br />WITH THE
<br />WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS
<br />E
<br />STRUCTURAL FRAME INCLUDING
<br />4 Abb WALL SECTIONS
<br />21d MECHANICAL RENOVATION PLAN
<br />THESE CONSTRUCTION DOCUMENTS.
<br />DEFCOLUMNS,
<br />GIRDERS, TRUSSES 0 HR 0 HR
<br />A&c WALL SECTIONS
<br />2.1 MECHANICAL RENOVATION PLAN
<br />10. UNLESS OTHERWISE SPECIFIED, THE G.G. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL
<br />BEARING WALLS, EXTERIOR 0 HR 0 HR
<br />BEARING WALLS, INTERIOR 0 HR 0 HR
<br />Abd WALL SECTIONS
<br />2.2 MECHANICAL RENOVATION PLAN
<br />WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A
<br />NONBEARING WALLS, INTERIOR 0 HR 0 HR
<br />4 A e WALL SECTIONS
<br />M2.3 MECHANICAL RENOVATION PLAN
<br />J
<br />PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL
<br />FLOOR CONSTRUCTION INCLUDING
<br />4 Abf WALL SECTIONS
<br />A MECHANICAL OVERALL FLOOR PLAN
<br />APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER
<br />SUPPORTING BEAMS 4 JOISTS 0 HR 0 HR
<br />a A(,g WALL SECTIONS
<br />31d MECHANICAL ROOF PLAN
<br />11. IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH
<br />ROOF CONSTRUCTION INCLUDING
<br />4 Abh WALL SECTIONS
<br />4.m MECHANICAL SCHEDULES
<br />ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY
<br />SUPPORTING BEAMS 4 JOISTS 0 HR 0 HR
<br />4 Abl WALL SECTIONS
<br />4.1 MECHANICAL DETAILS
<br />THE U.S. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND
<br />4 Abj WALL SECTIONS
<br />.m MECHANICAL DETAILS
<br />EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS.
<br />SANS EGRESS:
<br />4 Abk WALL SECTIONS
<br />5.1 MECHANICAL DETAILS
<br />Ale INTERIOR ELEVATIONS
<br />12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED.
<br />FBG - 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 Alc INTERIOR ELEVATIONS
<br />E2 ELECTRICAL LIGHTING FIXTURE SCHEDULE
<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 />TABLE 1004.1.2: 100 SF
<br />FIRST FLR 12,828 SF 129 PERSONS
<br />2 Aid INTERIOR ELEVATIONS
<br />E3 ELECTRICAL SITE PLAN - DEMOLITION
<br />VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK
<br />Ale INTERIOR ELEVATIONS
<br />E4 ELECTRICAL LIGHTING PLAN - DEMOLITION
<br />lf INTERIOR ELEVATIONS
<br />kl
<br />ES ELECTRICAL POWER PLAN - DEMOLITION
<br />13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN
<br />g INTERIOR ELEVATIONS
<br />E6 ELECTRICAL SITE PLAN -NEW WORK
<br />J21
<br />ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY
<br />EGRESS WIDTH PER OCCUPANT - TABLE 1005.1
<br />Abe CABINET DETAILS
<br />El ELECTRICAL LIGHTING PLAN EAST - NEW WORK
<br />THE ARCHITECT OF RECORD.
<br />LEVEL (FIRST FLOOR) 129 x 0.2 = 25.8"
<br />ABb CABINET DETAILS
<br />E8 ELECTRICAL LIGHTING PLAN WEST - NEW WORK
<br />14. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM. ANY AND ALL
<br />b 4 3 2 I A%a DOOR SCHEDULE / DETAILS
<br />ES ELECTRICAL LIGHTING ENLARGED PLAN - NEW WORK
<br />INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR
<br />A9b DOOR DETAILS
<br />b 2 Elm ELECTRICAL POWER/COMMUNICATIONS PLAN EAST - NEW
<br />MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM NECESSITATED BY THE WORK IN THIS
<br />ALLOW PROVIDED
<br />QA10e 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 />Almb WINDOW DETAILS
<br />b a 2 Ell ELECTRICAL POWERICOMI'1UNICATIONB PLAN WEST -NEW
<br />CONTRACTOR WITH SEPARATE PERMIT AND PLANS.
<br />COMMON PATH OF TRAVEL - 10133 15 FT <15 FT
<br />I&AII MISCELLANEOUS DETAILS
<br />WORK
<br />2 � HVAC
<br />15. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE ALARM SYSTEM. ANY AND ALL
<br />EXIT ACCESS TRAVEL DIST. - TABLE 1015.1 300 FT < 300 FT
<br />E12 ELECTRICAL POWER / PLAN -EAST
<br />INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR
<br />MIN. CORRIDOR WIDTH - 10162 44" 2 44"
<br />AIDI FINISH FLOOR PLAN / SCHEDULES
<br />E13 ELECTRICAL POWER / HVAC PLAN - WEST
<br />Q,y�}�/� }�
<br />LEGEND
<br />MODIFICATIONS TO THE FIRE ALARM SYSTEM SHALL BE DONE AS PER NFPA-12 2002
<br />DEAD END CORRIDOR - 10163 50 FT <50 FT
<br />E14 ELECTRICAL ROOF PLAN - NEW WORK
<br />�/ 1 I IL�VL
<br />EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS.
<br />MIN. NUMBER OF EXITS - 1018.1 / 10182 2 6
<br />NI ARCHITECTURAL SPECIFICATIONS
<br />EIS ELECTRICAL AHCA PLAN - PHASE I
<br />16. ALL FIRE PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION AT ALL
<br />N2 ARCHITECTURAL SPECIFICATIONS
<br />Elb ELECTRICAL AHCA PLAN - PHASE 11
<br />J21
<br />TIMES.
<br />N3 ARCHITECTURAL SPECIFICATIONS
<br />b Ell ELECTRICAL POWER DISTRIBUTION RISER DIAGRAM
<br />NUMBER AND SIZE OF EXITS
<br />DOUBLE ENTRANCE DOORS 66" x 2 = 132"
<br />2 E18 FIRE ALARM RISER DIAGRAM AND NURSE CALL RISER
<br />-
<br />3'-0" TENANT EXIT DOORS 34" x 1 = 34"
<br />4'-0" TENANT EXIT DOORS 46" x 2 = 92"
<br />DIAGRAM
<br />2 I EIS LIGHTING CONTROL DIAGRAM, SCHEDULES AND DETAILS
<br />BUILDING SECTION SYMBOL
<br />DOUBLE AUTOMATIC ENTRANCE DOORS 88" x 1 = 88"
<br />e 4 E2m ELECTRICAL PANEL SCHEDULES AND LOAD
<br />�y�Q �y�
<br />CONSTfWCTION NOTES
<br />TOTAL EXIT WIDTH 346"
<br />CALCULATIONS
<br />6
<br />E21 ELECTRICAL PANEL SCHEDULES AND LOAD
<br />INTERIOR FINISHES:
<br />_
<br />CALCULATIONS
<br />E22 ELECTRICAL ENLARGED POWER / COMM. PLAN - WEST
<br />I 6SG'L.
<br />-
<br />I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE
<br />WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLASS "B" INTERIOR FINISH RATING
<br />FBG - BUILDING, CHAPTER 8 BUSINESS - GROUP B (FULLY SPRINKLERED)
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 503.5
<br />���1� j .
<br />E23 ELECTRICAL ENLARGED O.R. PLANS, DETAILS AND NOTES
<br />WALL SECTION SYMBOL
<br />IN EXIT AND EXIT ACCESS AREA. GLASS "C" ELSEWHERE.
<br />VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS B
<br />EXIT ACCESS CORRIDORS / EXITWAYS: CLASS G�V
<br />,
<br />Q 1� �U
<br />�,. �i
<br />4 81.) STRUCTURAL SPECIFICATIONS
<br />a z 82.1 FOUNDATION PLAN
<br />_
<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 />ROOMS AND ENCLOSED SPACES: CLASS C
<br />L,i`
<br />t J ,y/�� (
<br />f ck
<br />' (
<br />82,2 FRAMING PLAN
<br />4 2 82.3 FRN"IING /FOUNDATION PLANS
<br />82.4 FOUNDATION PLAN / SITE WALL
<br />N700' DETAIL SYMBOL
<br />3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60
<br />INCHES ABOVE THE FLOOR AND GLASS BELOW 16" AFF, AND ALL GLAZING IN DOORS
<br />1
<br />Pe r
<br />4 83J STRUCTURAL DETAILS
<br />4 832 STRUCTURAL WALL SECTIONS
<br />SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER
<br />4 833 STRUCTURAL WALL SECTIONS
<br />FBc-2406.1
<br />4 83.4 STRUCTURAL WALL SECTIONS
<br />4 83.5 STRUCTURAL WALL SECTIONS
<br />_
<br />4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 2-1" AND W"
<br />ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS,
<br />00
<br />4 83b STRUCTURAL WALL SECTIONS
<br />-- DETAIL SYMBOL
<br />CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE
<br />�`dt�'
<br />4 831 STRUCTURAL WALL SECTIONS
<br />ALL WORK SHALL COMPLY WITH ALL
<br />O
<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 />�,��� ®iC
<br />$ PV
<br />4 83.8 STRUCTURAL WALL SECTIONS
<br />4 2 84.1 FOUNDATION DETAILS PREVAILING CODES, FLORIDA BUILDIN
<br />CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.
<br />��
<br />4 842 FRAMING DETAILS ELECTRIC CODE AND
<br /><Si
<br />CODE, NATIONAL
<br />5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT
<br />� sy
<br />4 843 FRAMING DETAILS CITY OF ZEPHYRHILLS ORDINANCES
<br />4 84.4 FRAMING DETAILS
<br />0'-0" F.F.E. ELEVATION MARK
<br />LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET�
<br />ACCESSORIES, GRAB BARS, WALL STOPS, ETC_ 18GA. GALV. FLAT METAL MAY BE USED IN
<br />���/
<br />4 64B FRAMING DETAILS
<br />LOCATIONS APPROVED BY ARCHITECT.
<br />TOP OF SLAB
<br />r
<br />ale �
<br />6. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME��e
<br />SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED AS
<br />�\
<br />FOLLOWS-
<br />QQom�.
<br />PROJECT
<br />ff
<br />REVIEW DATE
<br />INTERIOR ELEVATION MARK
<br />6.1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRESTOPPED AT
<br />�./
<br />CITY ��
<br />KEYED DRAWING NOTES
<br />EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF
<br />SUPPORT FOR ROOFS
<br />zEPHYI�I lg���
<br />PLANSEXAMINER
<br />62. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY DRAFTSTOPS INTO
<br />CONSTRUCTION OF A SINGLE STORY EXPANSION OF AN EXISTING OUT
<br />AREAS NOT TO EXCEED 3000 SQFT
<br />63.ANY CONCEALED 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 />i�ROJECT TEAM
<br />LOCATION MAID
<br />OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1,000 SQFT FOR ANY SPACE
<br />BETWEEN CEILING AND FLOOR, AND 3,000 SQFT FOR ANY SPACE BETWEEN CEILING
<br />000 ROOM NUMBER SYMBOL
<br />AND ROOF
<br />6.4.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 />O WINDOW SYMBOL
<br />65.THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED
<br />ARCHITECT
<br />STRUCTURAL
<br />F ,- F� itr�l7trr, F=xl r
<br />OLIVERI ARCHITECTS
<br />MOHAN ENGINEERING
<br />EthMI Ave
<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 IS NOT PART OF AN
<br />PALM HARBOR, FLORIDA 34684
<br />CLEARWATER, FLORIDA 33159
<br />ASSEMBLY HAVING A FIRE RESISTANCE RATING AT LEAST EQUAL TO THAT REQUIRED FOR
<br />PHONE: 121. -0. 1525
<br />PHONE: 121. 191. 1505
<br />THE PARTITION, THE PARTITION SHALL BE CONSTRUCTED TIGHT AGAINST THE FLOOR OR
<br />"
<br />REVISION
<br />THE ROOF DECK ABOVE.
<br />T
<br />8. PENETRATION OF FIRE RATED WALLS, FLOORS, OR FLOOR/ CEILING ASSEMBLIES FOR
<br />HAMILTON ENGINEERING 4 SURVEYING, INC.
<br />R
<br />FIRE PROTECTION / MEDGAS
<br />pL $Ij�jG / 1'1EC.HANICAL
<br />PROJECT
<br />ELECTRICAL, TELEPHONE, PLUMBING, H.VA.C. DUCTS, COMMUNICATION SYSTEMS OR SIMILAR
<br />FACILITIES SHALL BE PERMITTED BY NON-COMBUSTIBLE PIPE OR CONDUIT WHEN ALL
<br />311 NORTH N)=WPORT AVENUE, SUITE 100
<br />ADVANCED SYSTEMS ENG, INC
<br />I'
<br />=' SITE
<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., 2ND FLR
<br />4`
<br />NON-COMBUSTIBLE MATERIALS OR WHEN THE PENETRATION IS PROTECTED WITH A SYSTEM
<br />CLEARWATER, FLORIDA 33162`
<br />WHICH HAS AN "F" RATING EQUAL TO OR GREATER THAN THE ASSEMBLY IN WHICH THE
<br />PHONE: 121. 540. 9396�/y
<br />ri
<br />PENETRATION OCCURS.
<br />/� p� �/�/� J���/y ��
<br />BARE FOOTAGE 5REAKDO N
<br />LANDSC6PE ARCHITECT
<br />S. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS UL., GA. OR OTHER APPROVED TESTING
<br />COPLEY CPE51GN ASSOCIATES
<br />166,�• LANEY DRIVE
<br />ELECTRICAL
<br />�r
<br />-
<br />WALL TYPES
<br />AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY ASSEMBLIES MUST BE BUILT
<br />PALM HAf�OR, FLORIDA 34683
<br />APG ELECTRIC
<br />UTILIZING THE COMPONENTS, MEANS, AND METHODS SPECIFIED PY THE TESTING AGENCY.
<br />3
<br />PNOA(>a: 121. 181. 2840
<br />4825 140TH AVENUE NORTH, SUITE K
<br />CONDITIONED AREAS:
<br />CLEARWATER, FLORIDA 33162-3822
<br />_PROP06ED
<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 55,290 SOFT
<br />ADDITION 12,025 SOFT
<br />PHONE: 121. 530. 0011
<br />r4,
<br />-
<br />KEY PLAN SECTION SYMBOL
<br />11. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY
<br />TOTAL CONDITIONED AREA 68,118 3QFT
<br />CODE FOR BUILDING CONSTRUCTION (2004 EDITION) AND SHALL COMPLY WITH CHAPTER Il
<br />SECTION 430 SIGNAGE.
<br />UNCONDITIONED ALAS:
<br />SOUTHWEST COVERED ENTRY UNCONDITIONED AREA 1,101 SOFT
<br />NORTH COVERED ENTRY UNCONDITIONED AREA 1,614 SQFT
<br />EAST COVERED ENTRY UNCONDITIONED AREA 432 SQFT
<br />.0• .f ly n R!
<br />TOTAL UNCONDITIONED AREA 31141 SQFT
<br />_ 1-fenty Di _
<br />TOTAL AREA UNDER ROOF 11,865 6CFT
<br />Eaev Ave
<br />-7,-2131C1Ma„0i.iest Po4tio%'sC--2.,1C'71'A°.'dFC3
<br />BY
<br />MMENTS
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<br />DG
<br />FIRE COMMENTS
<br />3 05. 10, II
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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
<br />H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\PEV.06\Arohiteetural\T2 - TITLE.dwg, 1/10/2012 1:50:43 PM, X
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