|
MATERIAL LEGEND
<br />EARTH/ FILL
<br />BRICK
<br />CONCRETE
<br />STUCCO, CEMENT I -LASTER, LIGHTWEIGHT
<br />CONCRETE
<br />CMU- LARGE SCALE
<br />1111 IT77M
<br />CMU- SMALL SCALE
<br />METAL -LARGE SCALE
<br />METAL OR SHEET METAL -SMALL SCALE
<br />WOOD FINISH
<br />WOOD BLOCKING CONTINUOUS
<br />WOOD BLOCKING INTERMITTENT
<br />PLYWOOD
<br />GYPSUM WALL50ARD
<br />RIGID INSULATION
<br />BATT INSULATION
<br />SYM50L LERS=END
<br />UILDING SECTION SYMBOL
<br />WALL SECTION SYM50L
<br />DETAIL 5YM50L
<br />DETAIL SYMBOL
<br />OIL 0'-0" F.F.E. ELEVATION MARK
<br />'f TOP OF: SLAB
<br />Im
<br />EN
<br />A.
<br />INTERIOR ELEVATION MAW
<br />KEYED DRAWING NOTES
<br />DOOR NUMBER SYM50L
<br />ROOM NUMBER SYMBOL
<br />WINDOW SYM50L
<br />REVISION
<br />WALL TYPES
<br />KEY PLAN SECTION SYMBOL
<br />GENERAL NOTES
<br />1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE
<br />CODE "FLORIDA BUILDING CODE," "FLORIDA F-LUM51NG 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 CRAFTSMEN, EXPERIENCED IN THE
<br />WOR< 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 AND 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. TH15 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 ISHALL REMAIN THE PROPERTY
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />(o. 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 />S. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS.
<br />COMPLETE SETS OF DOCUMENTS SHALL NOT BE 5ROKEN UP FOR 51D PURPOSES. SUCH
<br />ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK
<br />TO BE PEWORMED.
<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 18 REQUIRED 50 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 (1) YEAR FROM THE DATE OF 5U55TANTIAL COMPLETION, WITH ALL
<br />APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL C05T TO THE OUNER.
<br />11. IT SHALL BE THE RESPONS151LITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH
<br />ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF ISIO 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 />112. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED.
<br />THEIR A56OLUTE ACCURACY 18 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 />CONSTRRIWICTION NOTES
<br />1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE
<br />WIT14 ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLASS "15" INTERIOR FINISH RATING
<br />IN EXIT AND EXIT ACCESS AREA. CLA-56 "C" ELSEWHERE.
<br />2. ALL EXIT DOORS SHALL BE OPENA5LE FROM THE EGRESS SIDE WITHOUT THE USE OF A
<br />KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR
<br />SURF -ACE BOLTS SHALL NOT BE USED.
<br />3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE 50TTOM EDGE 18 LESS THAN 60
<br />INCHES A50VE THE FLOOR AND GLASS BELOW IV' A.F.F. AND ALL GLAZING IN DOORS
<br />SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER
<br />1=15C-2406.1
<br />4. 05JECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND W11
<br />ABOVE THE FINISHED FLOOR $HALL PROTRUDE NO MORE THAN 4" INTO WALK$, HALLS,
<br />CORRIDORS, PASSAGEWAYS, OR AISLES. 05JECTS MOUNTED AT OR BELOW 2-1" A50VE
<br />FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING 05JECTS MOUNTED
<br />ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE
<br />CLEAR WIDTH OF AN ACCESS15LE ROUTE OR MANEUVERING SPACE.
<br />5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT
<br />LIMITED TO, WALL MOUNTED CA51NETRY, FIRE EXTINGUISHER CABINETS, TOILET
<br />ACCESSORIES, GRAB BARS, WALL STOPS, ETC- I8GA. GALV. FLAT METAL MAY BE USED IN
<br />LOCATIONS APPROVED BY ARCHITECT.
<br />(b. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME
<br />SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED As
<br />FOLLOWS:
<br />ro.l. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRESTOPPED AT
<br />EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF
<br />SUPPORT FOR ROOFS
<br />6.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE 5UB DIVIDED BY DRAFTSTOPS INTO
<br />AREAS NOT TO EXCEED 3,000 5QFT
<br />63.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR A50VE ROOF
<br />SHALL BE DRAFTSTOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF
<br />SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT
<br />OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1,000 SOFT FOR ANY SPACE
<br />BETWEEN CEILING AND FLOOR, AND 3,000 SQFT FOR ANY SPACE BETWEEN CEILING
<br />AND ROOF
<br />&ADRAFTSTOPPING 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 />&B.THE INTEGRITY OF ALL DRAFT5TOPS SHALL BE MAINTAINED
<br />-1. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR TO THE CEILING
<br />AND BE SECURELY ATTAC14ED THERETO. WHERE SAID CEILING 15 NOT PART OF AN
<br />ASSEMBLY HAVING A FIRE RESISTANCE RATING AT LEAST EQUAL TO THAT REQUIRED FOR
<br />THE PARTITION, THE PARTITION SHALL BE CONSTRUCTED TIGHT AGAINST THE FLOOR OR
<br />THE ROOF DECK ABOVE.
<br />a. PENETRATION OF FIRE RATED WALLS, FLOORS, OR FLOOR/ CEI�ING ASSEMBLIES FOR
<br />ELECTRICAL, TELEPHONE, PLUMBING, H.VA.C. DUCT5, COMMUNICATION SYSTEMS OR SIMILAR
<br />FACILITIES SHALL BE PERMITTED BY NON-COM5UST15LE PIPE�OR CONDUIT UJ14EN ALL
<br />OPENINGS AROUND THE PIPE OR CONDUIT ARE FIRE5TOf=`PED'WITH APPROVED
<br />NON-COMBUST15LE MATERIALS OR WHEN THE PENETRATION 15'e,ROTECTED WITH A SYSTEM
<br />WHICH HAS AN "F" RATING EQUAL TO OR GREATER THAN THE ,�#5EM51_Y IN WHICH THE
<br />PENETRATION OCCURS.
<br />S. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L., GA. OR OTHER APPROVED TESTING
<br />AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY AOEM5LIES MUST BE BUILT
<br />UTILIZING THE COMPONENTS, MEANS, AND METHODS SPECIFIED�� THE TESTING AGENCY.
<br />fy
<br />10. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SH':"'WN IN THESE DOCUMENTS
<br />.Q
<br />OR AS OTHERLU15E DIRECTED BY THE LOCAL FIRE MARSHAL.
<br />11. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCE55151LITY
<br />CODE FOR BUILDING CONSTRUCTION (2004 EDITION) AND HAL� COMPLY WITH CHAPTER 11
<br />SECTION 430 5IGNLQE.
<br />WILDING CODE INFCIRMATION
<br />APKICAME CODES 4 STANDARDS:
<br />THE FLORIDA BUILDING CODE, 2010 EDITION
<br />* BUILDING 0 EXISTING BUILDING
<br />* IOLUM51NG 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 2008 EDITION
<br />2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
<br />O=IOANr,Y CLASSIFIrSATION:
<br />F5C - BUILDING, CHARTER 3
<br />SECTION 304: BUSINESS OCCUPANCY - GROUP 5
<br />CLASSIFICATION OF WOW
<br />FE13C, - EXISTING BUILDING SECTION 405 - ALTERATION LEVEL 3
<br />SECTION 40-1 - ADDITION$
<br />MICI14T AND WILDING AREA:
<br />F5C - BUILDING, CHAPTER 5: TYPE V-5, UNSPRINKLERED
<br />AREA MODIFICATION FOR FRONTAGE INCREASE - 5062 0.009.
<br />AREA MODIFICATION FOR AUTOMATIC SPRINKLER 5Y5TEM - 50(03 0.00%
<br />ALLOWED PROVIDED
<br />TABLE 503: HEIGHT AND BUILDING AREA
<br />MAXIMUM BUILDING HEIGHT 40' 21'
<br />MAXIMUM STORIES 2 1
<br />AREA PER FLOOR %000 ar- (0,605 5F
<br />CONSTIR=TION TYPE:
<br />F5C - BUILDING, CHAPTER ro
<br />TABLE 601 - FIRE RESISTANCE RATING FOR BUILDING ELEMENTS
<br />REQ'D
<br />PROVIDED
<br />STRUCTURAL FRAME INCLUDING
<br />BEAMS, COLUMNS, GIRDERS, TRUSSES
<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 />NONBEARING WALLS, INTERIOR
<br />0 HR
<br />0 HR
<br />FLOOR CONSTRUCTION INCLUDING
<br />SUPPORTING BEAMS 4 JOISTS
<br />0 HR
<br />0 HR
<br />ROOF CONSTRUCTION INCLUDING
<br />SUPPORTING BEAMS 4 JOISTS
<br />0 HR
<br />0 HR
<br />TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING
<br />AND NON 5EARIW-z BASED ON FIRE SEPARATION
<br />DISTANCE
<br />LESS THAN 5'
<br />1 HR
<br />N/A
<br />r2' TO 10'
<br />1 WR
<br />N/A
<br />10 TO 20
<br />0 HR
<br />N/A
<br />20' TO 30'
<br />0 PR
<br />N/A
<br />30'AND OVER
<br />0 HIR
<br />0 HR
<br />FIRE RESISTANCE
<br />F5C - BUILDING, CPAPTERl
<br />R.EQ'D
<br />OPENING
<br />FIRE 5ARRIER
<br />ASSEMBLY
<br />PROTECTION
<br />(TABLE 115.4)
<br />FIRE WALL - 106.1 AND TABLE -106A
<br />N/A
<br />-
<br />SHAFT / EXIT ENCLOSURES - 108.4 1018.1
<br />LESS THAN 4 STORIES
<br />N/A
<br />-
<br />OCCUPANCY SEPARATION-1013.8 50a
<br />N/A
<br />-
<br />TENANT SEPARATION - "10ci.1
<br />N/A
<br />-
<br />EXIT PASSAGEWAY - -10-13.3 /1022.1
<br />N/A
<br />-
<br />HORIZONTAL EXIT - 1013A / 1023.1
<br />N/A
<br />-
<br />SINGLE OCCUPANCY FIRE AREA - -1011S
<br />N/A
<br />-
<br />CORRIDORS (OCCUPANT LOAD > 30) - 1018.1
<br />(UNSPfRINKLERED)
<br />N/A
<br />-
<br />MEANS OF EGREft:
<br />F15C - BUILDING, CHAPTER 10
<br />MAXIMUM FLOOR AREA PER OCCUPANT
<br />TABLE 100411:
<br />100 -Sp
<br />TOTAL AREA
<br />(OA05 SF
<br />rol PER50NS
<br />EGRESS WIDTH PER OCCUPANT - TABLE 1005.1
<br />6-1 x 0.2 = 13.411
<br />ALLO PROVIDED
<br />MIN. CLEAR DOOR OPENING - 1009.1.1 3211 > 3411
<br />MIN. CLEAR STAIR WIDTH - 100iJ.1 44" 45"
<br />COMMON PATH OF TRAVEL - 1014.3 1E-) FT �IE, r-T
<br />EXIT ACCESS TRAVEL DIST. - TABLE 1016.1 200 FT < 200 FT
<br />MIN. CORRIDOR WIDTH - 1018.2 44" � 44"
<br />DEAD END CORRIDOR - 1018A 20 FT <20 FT
<br />MIN. NUMBER OF EXITS - 1021.1 1021.2 2 4
<br />NUM5ERAND SIZE OF EXITS
<br />ENTRANCE DOORS 36" x I z 36"
<br />TENANT EXIT DOORS 46" x I a 4&"
<br />TENANT EXIT DOOR$ 34" x 2 z 66"
<br />TOTAL EXIT WIDTH 1501,
<br />SPACES WITH SINGLE EXIT -
<br />TABLE 1015.1/1021.2 N/A -
<br />INTERIOR FINISWESs
<br />FBC - BUILDING, CHAPTER S BUSINESS GROUP 5 (UNSPRINKLERED)
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.S
<br />VERTICAL EXITSAND EXIT PASSAGEWAYS: CLASS A
<br />EXIT ACCESS CORRIDORS / EXITWAYS: CLAS55
<br />ROOMS AND ENCLOSED SPACES: CLASS C
<br />INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE
<br />WITH ASTM E 84.
<br />SUSPENDED ACOUSTICAL CEILING SY5TEM5 SHALL BE INSTALLED IN
<br />ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND A5TM 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, NONA55OR5ENT SURFACE TO A HEIGHT OF (4)
<br />FOUR FEET A50VE THE FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUCH
<br />WALLS SHALL BE OF A TYPE THAT 15 NOT ADVERSELY AFFECTED BY MOISTURE.
<br />SYSTEM
<br />MANW.
<br />PIRMUCT
<br />FL. NUMOER
<br />WINDOW6
<br />YKK.
<br />YE5 4F7 FI
<br />FL #101':-6.1
<br />DOCIRs
<br />1
<br />YK.K.
<br />351)�4 MEDIUM 6TILE
<br />FL NOA
<br />DOOR
<br />*101-0403.OB
<br />SLIDING DOOR5
<br />eTANLEY
<br />F-)URA-GLIDE
<br />FL NOA
<br />2000/3000 5LIDING
<br />#12 - 012 &.08
<br />I � NQ7 ; t-T&I 11 � �, Aro-64 V� ;; � � 5
<br />CONSTRUCTION OF A SINGLE STORY EXPANSION TO AN EXISTING SINGLE STORY
<br />BUILDING, INTERIOR RENOVATION/5UILDOUTAND MINOR SITE MODIFICATIONS.
<br />FROJECT TEAM
<br />ARCHITECT
<br />OLIVERI ARCHITECTS
<br />32101 U.S. kuy'le
<br />PALM HARBOR, FLORIDA 34684
<br />121-1al-1525
<br />LANDSCAPE ARCHITECT
<br />COPLEY DESIGN ASSOCIATES
<br />1666 LANEY DRIVE
<br />PALM HARBOR, FLORIDA 34653
<br />121.161.2840
<br />STRUCNRAL
<br />CREATIVE STRUCTURES ENGINEERING, LLC
<br />1'306 LAND 0 LA<ES BLVD - SUITE 4
<br />LUTZ, FL 3354S
<br />813. 356. 5648
<br />PLOBIW-s Z ME04ANICAL
<br />ADVANCED SYSTEMS ENG, ING,
<br />13555 AUTOM051LE BLVD. SUITE 330.
<br />CLEARWATER, FLORIDA 33162
<br />121. 540. 1�3-lro
<br />ELECTRICAL
<br />ELECTRICAL CON5ULTING AND DESIGN, INC.
<br />13225 ULMERTON ROAD - SUITE G
<br />LARGO, FLORIDA 33-1-11
<br />121-501-4316
<br />INDEX OF: PRAWINIGS
<br />TI TITLE SHEET
<br />T2 A55REVIATION SWEET
<br />ASI OVERALL ARC.441TECTURAL SITE PLAN
<br />A82a DEMOLITION ENLARGED ARCWITECTURAL SITE PLAN
<br />A6216 ENLARGED ARC441TECTURAL SITE PLAN
<br />A63 ARCHITECTURAL SITE DETAILS
<br />DI DEMOLITION FLOOR PLAN
<br />Ala FLOOR PLAN
<br />Alb DIMENSIoNEo FLOOR PLAN
<br />A2 ENLAW3ED TOILET PLAN 4 DETAILS
<br />A3d REFLECTED CEILM PLAN
<br />A -No CEILIW_% DETAILS AND WALL S DETAILS
<br />A4 ROOF: PLAN
<br />AS EXTERIOR ELEVATIONS
<br />A6a WALL SECTIONS
<br />A612 WALL SECTIONS
<br />A6c WALL SECTIONS
<br />Arp d WALL SECTICINS
<br />A6a WALL SECTIONS
<br />A&f WALL SECTIONS
<br />Afog WALL SECTIONS
<br />A&h WALL SECTICN6
<br />Ala INTERIOR ELEVATIONS
<br />Alb INTERIOR ELEVATIONS
<br />Alc INTERIOR ELEVATIONS
<br />Ald INTERIOR ELEVATIONS
<br />Aba CAMINET DETAILS
<br />A6o CA51NET DETAILS
<br />ASa DOOR 5CHEDULE / DETAILS
<br />ASio WINDOW SCWEDULE / DETAILS
<br />101 FINIS44 FLOOR PLAN AND SO4EDULE
<br />102 REFLECTED CEILWx FINISH PLAN AND SCHEDULE
<br />NI ARCHiTECTURAL SPECIFICATIONS
<br />N2 ARCHITECTURAL SPECIFICATIONS
<br />old GENERAL NOTES
<br />81k; STRUCTURAL DETAILS AND WIND PRESSURES
<br />S2a FOUNDATION PLAN AND SCHEDULES
<br />S21v ROOF FRAMING PLAN AND SCHEDULES
<br />53d WALL SECTIONS
<br />S3b WALL SECTIONS
<br />S3c WALL SECTIONS
<br />83d WALL SECTIONS
<br />63ce WALL SECTIONS
<br />83F WALL SECTIONS
<br />S3 WALL SECTIONS
<br />STRUCTURAL DETAILS
<br />S4b STRUCTURAL DETAILS
<br />S4c STRUCTURAL DETAILS
<br />MGI MEDICAL GAS NOTES, LEGEENDS AND EQUIPMENT SCHEDULE
<br />IwIG2 MEDICAL GAS FLOOR PLAN
<br />MG3 MEDICAL GAS DETAILS
<br />Pi PLUM5IWx SPECIFICATIONS AND SCHEDULE$
<br />P2 PLUM51W3 DEMOLITION FLOOR PLAN
<br />P3 PLUM5ING RENOVATION FLOOR PLAN - WASTE AND VENT
<br />P4 PLUM5IW_% RENOVATION FLOOR PLAN - WATER
<br />PS FILUM5ING DETAILS
<br />P& SANITARY RISER DIAGRAM
<br />MI MECHANICAL SPECIFICATIONS AND LEGEND
<br />M2 MECHANICAL RENOVATION PLAN
<br />M3 MEC44ANICAL ROOF PLAN
<br />M4 MECHANICAL SCHEDULES
<br />MS MECHANICAL DETAILS
<br />M& MECHANICAL DETAILS
<br />ESI ELECTRICAL SITE LIGHTIWx PLAN
<br />El ELECTRICAL LIC-44TNG PLAN
<br />E2 ELECTRICAL POWER PLAN
<br />E3 ELECTRICAL LIG�-ITWG SCWEDULE AND DETAILS
<br />E4 ELECTRICAL PANEL SCHEDULES AND DETAILS
<br />ES ELECTRICAL SPECIFICATIONS AND DIAGRAMS
<br />Ery ELECTRICAL LEGEND AND SPECIFICATIONS
<br />LOCATION MAP
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<br />Date: 06. 12. 12
<br />Scale: AS NOTED
<br />Project Mgr: MY
<br />Drawn: AZP
<br />I Job: 10-61 1
<br />Sheet
<br />T2
<br />
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