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ABBREVIA'T'IOleiS <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 />4 <br />ANGLE <br />MIN <br />MINIMUM <br />@ <br />AT <br />MIR <br />MIRROR <br />ML <br />MICRO LAM <br />BD. <br />BOARD <br />M.O. <br />MASONRY OPENING <br />BF <br />31-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 CENTER <br />BRK. <br />BRICK <br />OHGD <br />OVERHEAD GARAGE DOOR <br />OPER <br />OPERATOR <br />C.J. <br />CONTROL JOINT <br />OPNG <br />OPENING <br />i <br />CENTER LINE <br />OPT <br />OPTIONAL <br />CMU <br />CONCRETE MASONRY UNIT <br />OSB <br />ORIENTED STRAND Bur �sD <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 />POCKET 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 />PRESSURE TREATED <br />DR <br />DOOR <br />DW <br />DISH WASHER <br />QUAD <br />QUADRUPLE <br />DWG <br />DRAWING <br />D.S. <br />DOWNSPOUT <br />REF <br />REFRIGERATOR <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 CLOSET <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 />> vn a 1`1/�l1 a n <br />TM <br />Comp-,anies <br />90 Matawan Road <br />Matawan, NJ 07747 <br />(732) 383-2200 <br />IVANHOE .ASPIRE <br />ELEVATION "B" <br />6801 SHELBY LYNN WAY <br />ZEPHYRHILLS, FL 33542 <br />LOT 020 <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 />RELEASE HISTORY <br />AREA TABULATION: <br />ELEVATION <br />"B" <br />1 ST FLOOR <br />1131 SF <br />2ND FLOOR <br />1535 SF <br />TOTAL A/C <br />2,666 SF <br />ENTRY <br />41 SF <br />GARAGE <br />453 SF <br />LANAI <br />120 SF <br />TOTAL UR <br />IF 3,280 SF <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 />SPRINKLF D: NO <br />DRAWING INDEX <br />CS1 COVERSHEET & BUILDING DATA <br />CS2 GENERAL NOTES <br />A-1.1 FIRST AND SECOND FLOOR PLANS <br />A-2.1 FRONT & REAR ELEVATIONS <br />A-2.2 SIDE ELEVATIONS <br />A-3.1 ROOF PLAN <br />A-4.1 STAIR & DETAILS <br />A-5.1 BUILDING SECTIONS <br />A-5.2 TYPICAL WALL SECTIONS <br />WP1 WATERPROOFING DETAILS <br />WP2 WATERPROOFING DETAILS <br />E-1.1 FIRST AND SECOND FLOOR ELECTRICAL PLAN <br />P-1.1 SLAB PENETRATION PLAN <br />S-0.0 STRUCTURAL NOTES <br />F-1.0 SLAB PLAN <br />F-2.0 BLOCK PLAN <br />S-1.2 SECOND FLOOR FRAMING RX SHA Ct iP, y -7RFVAILING <br />S-1.3 ROOF FRAMING PLAN CODES F1-0O `I °' ' <br />N l 1!0 LEC >>_ " <br />a 3 i- �,. � 1.. �"L.r .� <br />SD-1 FOUNDATION DETAILS ND" THE-C17 1. HYPHILLS <br />SD-2 STRUCTURAL DETAILS QRDII� CE <br />SD-3 STRUCTURAL DETAILS <br />REvl5-w ATE, .1 <br />PBSB-1 STRUCTURAL DETAILS CITY <br />IILAN mwo- <br />IY <br />W <br />� o°F <br />>� <br />Q0 <br />W cl <br />coUw W <br />¢�wF-- <br />_a. � > J <br />5IzcrIt <br />Y 0 I— z <br />,6 u_ 0 0 <br />z z z ~ <br />Z <br />J Q <br />uja- <br />m <br />J <br />C p O <br />�2zu_(n <br />U <br />Q Z p <br />�rz <br />0 <br />0 <br />U <br />� <br />Im <br />w <br />O <br />c� <br />W <br />0 <br />U) <br />Z <br />0 <br />r..r <br />W <br />w <br />>J <br />w <br />MEMO <br />0l< <br />~ <br />u <br />w <br />0 <br />O_ <br />U <br />W <br />0 <br />U) <br />O� <br />� <br />G <br />�Z <br />aaaaa <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6103 <br />RELEASED: 02/04/21 <br />SHEET <br />cs I <br />i <br />