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ABBREVIATIONS:
<br />AP
<br />ACCESS PANEL
<br />AB
<br />ANCHOR BOLT
<br />AC.
<br />ACCOUSTIC
<br />ALUM.
<br />ALUMINUM
<br />ALT,
<br />ALTERNATIVE
<br />ADJ.
<br />ADJUSTABLE
<br />A.F.F.
<br />ABOVE FINISH FLOOR
<br />APPROX.
<br />APPROXIMATELY
<br />ARCH.
<br />ARCHITECTURAL
<br />BILK.
<br />BLOCK (ING)
<br />BM.
<br />BEAM
<br />BLDG,
<br />BUILDING
<br />B.M.
<br />BENCHMARK
<br />DOT.
<br />BOTTOM
<br />BRG.
<br />BEARING
<br />CAB.
<br />CABINET
<br />CB
<br />CHALKBOARD
<br />CONN.
<br />CONNECTION (TION)
<br />COORD.
<br />COOKDINAT (TION)
<br />CLG./ CLNG.
<br />CEILING
<br />COL.
<br />COLUMN
<br />CONC.
<br />CONCRETE
<br />C.J.
<br />CONTROL JOINT
<br />C.L.
<br />CENTER LINE
<br />CONST.
<br />CONSTRUCTION
<br />CONT,
<br />CONTINUOUS
<br />CONTR.
<br />CONTRACTOR
<br />C.G.
<br />CORNER GUARD
<br />CPT.
<br />CARPET
<br />C.T. ! CER. T.
<br />CERAMIC TILE
<br />C.W.
<br />CASEWORK
<br />DEMO
<br />DEMOLITION
<br />DTL.
<br />DETAIL
<br />DIM.
<br />DIMENSION
<br />DN.
<br />DOWN
<br />D.S.
<br />DOWNSPOUT
<br />DWG.
<br />DRAWING
<br />EA.
<br />EACH
<br />E.J.
<br />EXPANSION JOINT
<br />E.I.P.S.
<br />EXTERIOR INSULATED
<br />FINISHING SYSTEM
<br />EL. / ELEV.
<br />ELEVATION
<br />ELEC.
<br />ELECTRICAL
<br />EQ.
<br />EQUAL
<br />E.T.R.
<br />EXISTING TO REMAIN
<br />EWC
<br />ELECTRIC WATER COOLER
<br />EXIST.
<br />EXISTING
<br />EXP.
<br />EXPANSION
<br />EXT.
<br />EXTERIOR
<br />F.C.B.
<br />FIBER CEMENT BOARD
<br />F.V.
<br />FIELD VERIFY
<br />F.E.
<br />FIRE EXTINGUISHER
<br />F.E.C.
<br />FIRE EXTINGUISHER CABINET
<br />F.D.
<br />FLOOR DRAIN
<br />F/F
<br />FINISH TO FINISH
<br />FIN.
<br />FINISH
<br />F.L.
<br />FLOW LINE
<br />FL. / FLK.
<br />FLOOR
<br />FR.
<br />FRAME
<br />FTG.
<br />FOOTING
<br />PDTN.
<br />FOUNDATION
<br />GA
<br />GAUGE
<br />GALV.
<br />GALVANIZED
<br />GL.
<br />GLASS
<br />G,B, / GYP. BD.
<br />GYSUM BOARD
<br />H.B.
<br />HARDBOARD
<br />HT. / HGT.
<br />HEIGHT
<br />H.C. / HANDI.
<br />HANDICAP
<br />H.M.
<br />HOLLOW METAL
<br />HORIZ.
<br />HORIZONTAL
<br />H.W.
<br />HARDWOOD
<br />I.D.
<br />INSIDE DIAMETER
<br />INSUL,
<br />INSULATION
<br />INT,
<br />INTERIOR
<br />JT,
<br />JOINT
<br />LAM,
<br />LAMINATED
<br />LT. WT.
<br />LIGHT WEIGHT
<br />MAS.
<br />MASONRY
<br />MAX.
<br />MAXIMUM
<br />M.B.
<br />MARKER BOARD
<br />M.C.
<br />MEDICINE CABINET
<br />M.O.
<br />MASONRY OPENING
<br />MET.
<br />METAL
<br />MFR.
<br />MANUFACTURER
<br />MIN,
<br />MINIMUM
<br />MISC.
<br />MISCELANEOUS
<br />MAT,
<br />MATERIAL
<br />N.I.C.
<br />NOT IN CONTRACT
<br />N.T.S.
<br />NOT TO SCALE
<br />NO.#
<br />NUMBER
<br />0. A.
<br />OVERALL
<br />O.C.
<br />ON CENTER
<br />O.D.
<br />OUTSIDE DIAMETER
<br />0.ff. C.I.
<br />OWNER FURNISHED
<br />CONTRACTOR INSTALLED
<br />O.F.O.I.
<br />OWNER FURNISHED
<br />OWNER INSTALLED
<br />OPNG.
<br />OPENING
<br />OPH.
<br />OPPOSITE HAND
<br />PL.
<br />PLATE
<br />FLAS.
<br />PLASTER
<br />PWD
<br />PLYWOOD
<br />PTN.
<br />PARTITION
<br />Q.T.
<br />QUARRY TILE
<br />R.A.
<br />RETURN AIR
<br />K.
<br />RISER
<br />REINF.
<br />REINFORCE
<br />REQ'D
<br />REQUIRED
<br />REV.
<br />REVERSE
<br />RM .
<br />ROOM
<br />R.C.
<br />ROOF CURB
<br />R.D.
<br />ROOF DRAIN
<br />KTU
<br />ROOF TOP UNIT
<br />S.A.
<br />SUPPLY AIR
<br />SHT.
<br />SHEET
<br />SPEC.
<br />SPECIFICATION
<br />SQ.
<br />SQUARE
<br />SECT,
<br />SECTION
<br />S.C.
<br />SOLID CORE/SEALED CONC.
<br />S.T.
<br />STEEL TUBE
<br />STL.
<br />STEEL
<br />SUSF.
<br />SUSPENDED
<br />STRUCT.
<br />STRUCTURAL
<br />SIM.
<br />SIMILAR
<br />SNT.
<br />SEALANT
<br />T.B.
<br />TOWEL BAR
<br />T.C.
<br />TOP OF BURB
<br />TERR.
<br />TERRAZZO
<br />T$G
<br />TONGUE AND GROOVE
<br />T.G.
<br />TEMPERED GLASS
<br />THRESH.
<br />THRESHOLD
<br />T.O.C.
<br />TOP OF CONCRETE
<br />T.O.M.
<br />TOP OF MASONRY
<br />T.P.
<br />TOILET PAPER DISPENSER
<br />T.R.
<br />TOWEL RING
<br />TR.
<br />TREAD
<br />T.S.
<br />TACK SURFACE
<br />T.W.
<br />TOP OF WALL
<br />Ty".
<br />TYPICAL
<br />TERM.
<br />TERMINATE
<br />U.N.O. / U.O.N.
<br />UNLESS NOTED OTHERWISE
<br />V.C.T.
<br />VINYL COMPOSITE TILE
<br />VEPIT.
<br />VERTICAL
<br />W/
<br />WITH
<br />W/O
<br />W ITOUT
<br />WD.
<br />WOOD
<br />W.G.
<br />WIRE GLASS
<br />W.P.
<br />WATER PROOFING
<br />W.W.F.
<br />WELDED WIRE FABRIC
<br />W.W.M.
<br />WELDED WIRE MESH
<br />Silverado Ranch Pavilion
<br />C;IiPnt�
<br />Metro Development
<br />2502 N Rocky Point Drive
<br />Tampa, Florida 33607
<br />Phone: 813-288-8078
<br />Zephyrhills Florida
<br />Arch itect:
<br />BSB Design, Inc.
<br />100 Main Street Suite 209
<br />Safety Harbor, Florida 34695
<br />Phone: 813-265-4808
<br />SYMBOL LEGEND:
<br />OL +0-0 ELEVATION LINE
<br />A.F.F.
<br />ROOM
<br />200 ROOM NAME
<br />NUMBER
<br />DTL. NUMBER
<br />A401 SHEET NUMBER
<br />20 DOOR DESIGNATION
<br />4 WALL TYPE
<br />WINDOW TYPE
<br />O
<br />NOTE:
<br />REFER TO SITE PLAN, REFLECTED CEILING PLAN,
<br />MECHANICAL, AND ELECTRICAL DRAWINGS FOR
<br />ADDITIONAL MATERIALS LEGEND AND SYMBOLS.
<br />MATERIALS LEGEND:
<br />/ TOPSOIL
<br />IIIIII II BACKFILL
<br />CONTROLLED ENGINEERED FILL
<br />GRANULAR FILL
<br />CONCRETE MASONRY
<br />°
<br />a �
<br />CONCRETE
<br />STONE
<br />BRICK
<br />®
<br />STRUCTURAL STEEL
<br />2
<br />3 A201 ELEVATION
<br />SECTION
<br />A501
<br />Structural Engineer:
<br />Integral Engineering, Inc.
<br />16704 Tobacco Road
<br />Lutz, FL 33558
<br />Phone: (813) 908-0402
<br />VCT
<br />CPT FLOOR FINISH
<br />REFER TO FLOOR PLAN AND SECTIONS FOR
<br />SPECIFIC PARTITION TYPES.
<br />PLYWOOD
<br />WOOD -FINISHED
<br />WOOD -ROUGH
<br />RIGID INSULATION
<br />BAIT OR BLOWN
<br />INSULATION
<br />GYPSUM WALLBOARD
<br />WOOD STUD w/
<br />GYPSUM WALLBOARD
<br />GLAZING
<br />MEP Enaineer:
<br />Emerald Engineering
<br />111 S. Albany Ave.
<br />Tampa, FL 33606
<br />Phone: (813) 995-0300
<br />SITE LOCATION MAP
<br />PASCO COUNTY, FL.
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<br />SHEET INDEX
<br />ARCHITECTURAL
<br />A0.0 COVER SHEET
<br />A2.0 FLOOR PLAN & REFLECTED CEILING PLAN
<br />A3.0 EXTERIOR ELEVATIONS
<br />A3.1 EXTERIOR ELEVATIONS
<br />A4.0 ROOF PLAN & PARTIAL PLAN
<br />A5.0 BUILDING SECTIONS, INTERIOR ELEVATIONS &
<br />ACCESSIBILITY HEIGHTS
<br />A6.0 DOOR SCHEDULE, DOOR & WINDOW TYPES,
<br />DOOR DETAILS & WINDOW DETAILS
<br />A7.0 WALL TYPES
<br />A8.0 ARCHITECTURAL DETAILS
<br />STRUCTURAL
<br />S1.0 FOUNDATION PLAN
<br />S2.0 STRUCTURAL FLOOR PLAN
<br />S3.0 ROOF FRAMING PLANS
<br />S4.0 WALL SECTIONS AND DETAILS
<br />SD1 STRUCTURAL SPECIFICATIONS AND NOTES
<br />SD2 MASONRY DETAILS
<br />SD3 FRAMING DETAILS
<br />ELECTRICAL
<br />E0.1 ELECTRICAL NOTES AND SCHEDULES
<br />E1.1 ELECTRICAL POWER PLAN
<br />E2.1 ELECTRICAL LIGHTING PLAN
<br />MECHANICAL
<br />M1%1 MECHANICAL PLAN, NOTES, AND SCHEDULES
<br />PLUMBING
<br />P0.1 PLUMBING NOTES, SCHEDULES, AND DETAILS
<br />P1.1 PLUMBING PLANS
<br />PROJECT DATA
<br />PROJECT:
<br />LOCATION:
<br />OCCUPANCY CLASSIFICATION:
<br />CONSTRUCTION TYPE:
<br />BUILDING HEIGHT:
<br />BUILDING AREA:
<br />APPLICABLE CODES:
<br />ZONING:
<br />SILVERADO RANCH PAVILION
<br />PASCO COUNTY, FLORIDA
<br />A3/ U
<br />VB —NON SPRINKLERED
<br />38' — 0"
<br />4,605 SQ—FT
<br />BUILDING: FLORIDA 2014
<br />MECHANICAL: FLORIDA 2014
<br />ELECTRICAL: NFPA 2008
<br />PLUMBING: FLORIDA 2014
<br />ACCESSIBILITY: FLORIDA FIRE PREVENTION
<br />CODE — 2014, NFPA 2012
<br />IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH
<br />FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL, COUNTY, STATE
<br />AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND
<br />RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK.
<br />GENERAL NOTES
<br />THESE DOCUMENTS ARE THE PROPERTY OF THE ARCHITECT AND SHALL
<br />NOT EIE COPIED, DUPLICATED, ALTERED, MODIFIED OR REVISED IN
<br />ANY WAY WITHOUT THE EXPRESSED WRITTEN APPROVAL OF THE
<br />ARCHITECTS.
<br />TO THE BEST OF THE ARCHITEGT5' KNOWLEDGE THESE CONSTRUCTION
<br />DOCUMENTS ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE
<br />BUILDING AUTHORITIES HAVING JUR15DIGTION OVER THE TYPE OF
<br />CONSTRUCTION AND OGCUPANGY.
<br />IT 15 THE INTENT OF THE ARCHITECT TO DELINEATE THESE DOCUMENTS
<br />AS ACCURATE AS P0551BLE FOR THE PURP05E OF 6RAPHIG
<br />REPRESENTATION. DO NOT SCALE THESE DOCUMENTS. THE 6ENERAL
<br />CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY INCORRECT
<br />HORK AND ANY REPAIR OF SAID NORK A5 A RESULT OF 5GALIN67 THE
<br />DOCUMENTS.
<br />ALL NORK PERFORMED BY THE GENERAL CONTRACTOR SHALL COMPLY
<br />AND CONFORM WITH LOCAL AND STATE BUILDING CODES, ORDINANCES
<br />AND RE6ULATION5, ALONG WITH ALL OTHER AUTHORITIES HAVING
<br />JURISDICTION. THE GENERAL CONTRACTOR 15 RE5PON515LE TO BE
<br />AWARE OF THESE REQUIREMENTS AND GOVERNING REGULATIONS.
<br />THE GENERAL CONTRACTOR SHALL THOROUGHLY REVIEW AND BECOME
<br />FAMILIAR WITH THESE DOCUMENTS. UPON REVIEW, THE GENERAL
<br />CONTRACTOR SHALL DOCUMENT AND NOTIFY THE ARCHITECT OF ANT
<br />ERRORS, OMISSIONS, DISCREPANCIES AND OR INGON515TENGIE5
<br />PRIOR TO THE START OF ANY PORTION OF THE PROPOSED WORK. THE
<br />ARCHITECTS SHALL REVIEN THE PROPOSED CORRECTIONS AFTER THE
<br />RECEIPT OF NOTIFICATION. THE DISCOVERY OF DISCREPANCIES AND
<br />OR CONFLICTS AFTER THE START OF NORK SHALL BE THE FULL
<br />RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPAIR OR
<br />REPLACE.
<br />THE GENERAL CONTRACTOR SHALL ACCEPT THE PREMISES AS 15, IN ITS
<br />CURRENT STATE. THE OWNER SHALL A55UME NO RESPONSIBILITY FOR
<br />THE CONDITION OF THE EXISTING SITE, AND ITS CONTENTS, AT THE
<br />TIME OF BIDDING OR THEREAFTER.
<br />THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXI5TIN6 51TE
<br />CONDITIONS, ALONG WITH DIMENSION, PRIOR TO THE START OF ANY
<br />PORTION OF THE NORK, ALL FINDIN65, 0I5GREPANGIE5 AND
<br />CONCERNS SHALL BE BROUGHT TO THE OWNER'S ATTENTION IN WRITTEN
<br />FORMAT.
<br />THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK
<br />AND MATERIALS REPRESENTED ON THESE DOCUMENTS INCLUDING THE
<br />WORK AND MATERIALS FURNISHED BY THE SUBCONTRACTORS AND
<br />VENDORS.
<br />DEVIATIONS FROM THESE DOCUMENTS IN THE CONSTRUCTION PHASE
<br />SHALL BE REVIEWED BY THE ARGHITEGT5 AND THE OWNER PRIOR TO
<br />THE START OF WORK IN QUESTION. ANY DEVIATIONS FROM THESE
<br />DOCUMENTS WITHOUT PRIOR REVIEW, SHALL BE THE 50LE
<br />RESPONSIBILITY OF THE GENERAL CONTRACTOR.
<br />IT 15 THE 50LE RE5PON5113ILITY OF THE GENERAL CONTRACTOR TO
<br />DETERMINE ERECTION PROCEDURE, MEANS AND METHODS AND 5EQUENGE
<br />OF CONSTRUCTION.
<br />THE GENERAL CONTRACTOR 15 RE5PON515LE TO PRODUCE AND COMPLY
<br />WITH AN APPROVED CONSTRUCTION SCHEDULE ACCEPTABLE TO THE
<br />OWNER'S EXPECTATION.
<br />THE OWNER SHALL FURNISH ANY AND ALL REPORTS RECEIVED FROM THE
<br />6EOTEGHNIGAL ENGINEER (SOIL REPORTS) ON THE STUDY OF THE
<br />PROP05ED SITE, TO THE ARCHITEGT5, 5TRUGTURAL ENGINEER AND
<br />GENERAL CONTRACTOR. IN THE EVENT THE GEOTEGHNIGAL REPORTS DO
<br />NOT EXIST, THE SOIL CONDITION SHALL BE ASSUMED TO BE A MINIMUM
<br />DESIGN 501L PRE55LRE STATED BY THE STRUCTURALLY ENGINEER OF
<br />REGORDED FOR THE R RP05ED OF STRUCTURAL DESIGN. GENERAL
<br />CONTRACTOR SHALL ASSURE THE 501L CONDITIONS MEET OR EXCEED
<br />TH15 CRITERIA.
<br />SHOP DRAWING REVIEW AND DISTRIBUTION, ALONG HITH PRODUCT
<br />5UBMITTAL5, REQUESTED IN THE CONSTRUCTION DOCUMENT5, SHALL BE
<br />THE 50LE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLE56
<br />DIRECTED OTHERWISE UNDER A SEPARATE AGREEMENT.
<br />THE ARCHITECT SHALL NOT ACCEPT, OR REVIEN ANY REQUEST FOR
<br />SHOP DRAWING REVIEW AND OR STAMP WITHOUT THE REVIEW AND
<br />STAMP OF THE GENERAL CONTRACTOR CLEARLY SHOWN ON THE
<br />DOCUMENTS.
<br />DIMENSION NOTES
<br />INTERIOR DIMENSIONS ARE TAKEN EXTERIOR DIMENSIONS ARE TAKEN
<br />FROM FACE OF STUD TO FACE OF FROM FACE OF STUD TO INTERIOR
<br />STUD UNLESS NOTED OTHERWISE. FACE OF STUD, UNLESS NOTED
<br />OTHERWISE
<br />VARIE5 VARIE5
<br />r
<br />MASONRY DIMENSIONS ARE TAKEN !
<br />FROM FACE TO FACE OF MASONRY
<br />UNIT OR FACE OF MASONRY UNIT uU
<br />TO FACE OF STUD UNLESS NOTED Q
<br />OTHERWISE >
<br />ALL WORK SHALL COMPLY WITH
<br />PREVAILING CODES
<br />FLORIDA BUILDING CODE,
<br />NATIONAL ELECTRIC CODE, AND
<br />CITY OF ZEPHYRHILLS ORDINANCES
<br />REVIEW DATE
<br />CITY OF ZEPH RHI S
<br />PLAN EXAMINER+
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<br />BSB
<br />DESIGN
<br />www.bsbdesign.com
<br />100 Main St. Suite 209
<br />Safety Harbor, Florida 34695
<br />813 265 4808
<br />JOB NO: AM150335 PROJ MGR: JD
<br />DRAWN: CDE CHECKED: JD
<br />GOVER SHEET
<br />AOmO
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