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0 <br />ABBREVIATION <br />AB <br />ANCHOR BOLT <br />MAS <br />MASONRY <br />A.F.F. <br />ABOVE FINISH FLOOR <br />MAT <br />MATERIAL <br />ADJ. <br />ADJUSTABLE <br />MAX <br />MAXIMUM <br />ALUM. <br />ALUMINUM <br />MC <br />MEDICINE CABINET <br />ANCH <br />ANCHOR <br />MECH <br />MECHANICAL <br />ANGLE <br />MIN <br />MINIMUM <br />Ca) <br />AT <br />MIR <br />MIRROR <br />ML <br />MICRO LAM <br />BD. <br />BOARD <br />M.O. <br />MASONRY OPENING <br />BF <br />BI-FOLD <br />MTL <br />METAL <br />BLDG. <br />BUILDING <br />BM. <br />BEAM <br />N.I.C. <br />NOT IN CONTRACT <br />BLKG <br />BLOCKING <br />(NTS) <br />NOT TO SCALE <br />B.O. <br />BOTTOM OF <br />B.P. <br />BI-PASS DOOR <br />OBS <br />OBSCURED <br />BRG. <br />BEARING <br />O.C. <br />ON CENTI: R <br />BRK. <br />BRICK <br />OHGD <br />OVERHEAD GARAGE DOOR <br />OPER <br />OPERATOR <br />C.J. <br />CONTROL JOINT <br />OPNG <br />OPENI'4G <br />q <br />CENTER LINE <br />OPT <br />OPTIONAL <br />CMU <br />CONCRETE MASONRY UNIT <br />OSB <br />ORIENTED STRAND BOARD <br />COL. <br />COLUMN <br />OZ <br />OUNCE <br />CONC. <br />CONCRETE <br />1/R <br />ONE ROD <br />COND. <br />CONDITION <br />1/S <br />ONE SHELF <br />CONT. <br />CONTINUOUS <br />CANT. <br />CANTILEVER <br />PC <br />PRECAST <br />CLG. <br />CEILING <br />PDS <br />PULL -DOWN STAIR, <br />CM <br />CROWN MOLDING <br />PKT <br />POOKET DOOR <br />CR <br />CHAIR RAIL <br />PNL <br />PANEL <br />PLYWD <br />PLYWOOD <br />D <br />DRYER <br />PREFAB <br />PREFABRICATED <br />d <br />PENNY <br />PR <br />PAIR <br />DBL. <br />DOUBLE <br />PROJ <br />PROJECTED <br />DIA. <br />DIAMETER <br />PSI <br />POUNDS PER SQUARE INCH <br />DIR. <br />DIRECTION <br />PSF <br />POUNDS PRE SQUARE FOOT <br />DN <br />DOWN <br />P.T. <br />I PRESSURE TREATED <br />DR <br />DOOR <br />I <br />nw <br />DISH WASHER <br />QUAD <br />QUADRUPLE <br />DWG <br />DRAWING <br />D.S. <br />DOWNSPOUT <br />REF <br />REFIiIGERA'TOR <br />DTL <br />DETAIL <br />REINF <br />REINFORCED <br />REQ'D <br />REQUIRED <br />EA. <br />EACH <br />RNG <br />RANGE <br />E.J. <br />EXPANSION JOINT <br />R.O. <br />ROUGH OPENING <br />ELEC. <br />ELECTRICAL <br />R <br />RISER <br />ELEV <br />ELEVATION <br />RND <br />ROUND <br />EQ. <br />EQUAL <br />R&S <br />ROD AND SHELF <br />EQUIP. <br />EQUIPMENT <br />EXP <br />EXPANSION <br />SC <br />SOLID CORE <br />EXT. <br />EXTERIOR <br />SCHEM <br />SCHEMATIC <br />EE <br />EACH END <br />SHLF <br />SHELF <br />SHT <br />SHEET <br />FD <br />FLOOR DRAIN <br />SHWR <br />SHOWER <br />FIN. <br />FINISHED FLOOR <br />SIM <br />SIMILAR <br />FND. <br />FOUNDATION <br />SH <br />SINGLE HUNG <br />FLR. <br />FLOOR <br />S.S. <br />STAINLESS STEEL <br />FP <br />FIREPLACE <br />STL <br />STEEL <br />FR <br />FIRE RATED <br />STRUCT <br />STRUCTURAL <br />FXD <br />FIXED <br />SUSP <br />SUSPENSION <br />FRM <br />FRAME <br />SGD <br />SLIDING GLASS DOOR <br />FTG <br />FOOTING <br />SQ <br />SQUARE <br />GA. <br />GAUGE <br />T <br />TREAD <br />GALV. <br />GALVANIZED <br />TB <br />TOWEL BAR <br />GC <br />GENERAL CONTRACTOR <br />T&G <br />TONGUE AND GROOVE <br />GEN <br />GENERAL <br />TEMP <br />TEMPERED <br />GYP. <br />GYPSUM <br />T.O. <br />TOP OF <br />GL <br />GLUE LAM <br />TR <br />TOWEL ROD <br />GLS <br />GLASS <br />TRPL <br />TRIPLE <br />TYP <br />TYPICAL <br />H <br />HIGH <br />HC <br />HOLLOW CORE <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />VERT <br />VERTICAL <br />HGT. <br />HEIGHT <br />V.L.I.F. <br />VERIFY LOCATION IN FIELD <br />HDR. <br />HEADER <br />HB <br />HOSE BIBB <br />W <br />WASHER <br />HORIZ. <br />HORIZONTAL <br />W/ <br />WITH <br />INSUL. <br />INSULATION <br />WC <br />WATER CLOSUT <br />INT. <br />INTERIOR <br />WD <br />WOOD <br />WWM <br />WELD WIRE MESH <br />LAV. <br />LAVATORY <br />WpW <br />WINDOW <br />LT <br />LAUNDRY TUB <br />V," I a IJTM <br />(7/or�ip��"ie,s <br />90 Matawan Road Hc <br />Matawan, NJ 07747 <br />(732) 383-2200 <br />DUPONT ASPIRE <br />ELEVATIOIN "B" <br />6994 SHELBY LYNN WAY <br />ZEPHYRHILLS, FL 33542 <br />TERMITE TREATMENT <br />TERMITE PROTECTION SHALL BE PROVIDED BY <br />REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED <br />PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED <br />TO WOOD, OR OTHER APPROVED METHODS OF TERMITE <br />PROTECTION LABELED FOR USE AS A PREVENTATIVE <br />TREATMENT TO NEW CONSTRUCTION. UPON <br />COMPLETION OF THE APPLICATION OF THE TERMITE <br />PROTECTIVE TREATMENT, A CERTIFICATE OF <br />COMPLIANCE SHALL BE ISSUED TO THE BUILDING <br />DEPARTMENT BY THE LICENSED PEST CONTROL <br />COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: <br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT <br />FOR THE PREVENTION OF SUBTERRANEAN TERMITES. <br />TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF <br />AGRICULTURE AND CONSUMER SERVICES." <br />LOT 0 1 84 <br />mmw*� - -- - <br />AREATABULATION:I <br />ELEVATION �� <br />1ST FLR A/C 1,830 SQ. FT. <br />ENTRY —� <br />43 SQ. FT. <br />GARAGE <br />LANAI <br />410 SQ. FT. <br />120 SQ. FT. <br />[TOTAL U RI [ 2403 SQ. FT� <br />BUILDING DATA <br />THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS <br />OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL <br />w/ APPLICABLE SUPPLEMENTS <br />OCCUPANCY: R3 <br />BUILDING TYPE: VB <br />SPRINKLED: NO <br />DRAWING INDEX <br />CS-1 <br />COVERSHEET & BUILDING DATA <br />CS2 <br />GENERAL NOTES <br />A1.1 <br />FIRST FLOOR PLAN <br />A2.1 <br />FRONT & REAR ELEVATIONS <br />A2.2 <br />SIDE ELEVATIONS <br />A3.1 <br />ROOF PLAN <br />A5.1 <br />BUILDING SECTIONS <br />A5.2 <br />TYPICAL WALL SECTIONS <br />WP1 <br />WATERPROOFING DETAILS <br />E1.1 <br />FIRST FLOOR ELECTRICAL PLAN <br />P1.1 <br />SLAB PENETRATION PLAN <br />S-0.0 <br />STRUCTURAL NOTES <br />F-1.0 <br />SLAB PLAN <br />F-2.0 <br />BLOCK PLAN <br />S-1.3 <br />ROOF FRAMING PLAN <br />SD-1 <br />FOUNDATION DETAILS <br />SD-2 <br />STRUCTURAL DETAILS <br />PBSB-1 <br />STRUCTURAL DETAILS <br />�v <br />IL <br />W <br />�z0= <br />0 <br />Wwz0 <br />>cc¢0 <br />uj <br />(AVIr �W <br />Qw�Q <br />w <br />J cn w <br />rrcr <br />�eQF-z <br />LL00c/5 <br />zzzi=z <br />CC J Q 2 J <br />00 <br />Z=zl—U) <br />2 < <br />cz <br />0 <br />Q <br />U <br />c <br />O <br />'� <br />w� <br />w00 <br />O <br />r' <br />4* <br />U) <br />ILL� <br />0 <br />X ~ <br />.. <br />w <br />ij <br />wI!'' <br />h�l <br />ear <br />0 <br />CL <br />(0 <br />U <br />U) <br />0 <br />:3 <br />c) <br />z <br />O_ <br />r <br />M <br />u <br />U) <br />C-� <br />= <br />c1% <br />GC:) <br />to <br />Z <br />O <br />w <br />d F.. <br />Uo <br />£ <br />c� <br />O <br />9 <br />s <br />a6 <br />�,gy +���,, //��� <br />No !d8t 4 <br />0 9 <br />® * e <br />a <br />r <br />o e, <br />Rkr <br />e <br />C®M um : <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6101 <br />RELEASED: 10/4/21 <br />SHEET <br />cs I <br />x <br />ii L.., _ _Le: I L. —. .Ll.11.i 1 —r 1 <br />