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ABBREVIATIONS <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 />Q <br />ANGLE <br />MIN <br />MINIMUM <br />Cad <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 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 />9- <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 />1/13 <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 />DW <br />DOOR <br />DISH WASHER <br />QUAD <br />QUADRUPLE <br />DWG <br />D.S. <br />DRAWING <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 />wC <br />WATER CLOSET <br />INSUL. <br />INSULATION <br />WD <br />WOOD <br />INT. <br />INTERIOR <br />wWM <br />WELD WIRE MESH <br />LAV. <br />LAVATORY <br />WDW <br />WINDOW <br />LT <br />LAUNDRY TUB <br />vn an Ian TM <br />Compani,es <br />90 Matawan Road <br />Matawan, NJ 07747 <br />(732) 747-7800 <br />EMERALD ASPI.. RE <br />ELEVATION "B" <br />6871 SHELBY LYNN WAY <br />ZEPHYRHILLS, FL 33542 <br />LOT 013 <br />BUILDING DATA <br />THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS <br />OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL <br />w/ APPLICABLE SUPPLEMENTS <br />OCCUPANCY: R3 <br />BUILDING TYPE: VB <br />SPRINKLED: NO <br />DRAWING INDEX <br />CS.1 COVERSHEET & BUILDING DATA <br />CS.2 GENERAL NOTES <br />A-1.1 FIRST 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 & RAILING DETAILS <br />A-5.1 BUILDING SECTIONS <br />A-5.2 TYPICAL WALL SECTIONS <br />WP-1 WATERPROOFING DETAILS <br />WP-2 WATERPROOFING DETAILS <br />AL WQQ S �,.L COMPLY WITH PREVAILING <br />E-1.1 FIRST FLOOR ELECTRIP, COal <<"DE <br />P-1.1 SLAB PENETRATION PI�� NAL � MCA=?IL` �`0,1)E, <br />TWA CI 'r'a� .�PHYRHILLS <br />S-0.0 STRUCTURAL NOTES ORDINANCE$ <br />F-1.0 SLAB PLAN REVIEW DAIWV <br />F-2.0 BLOCK PLAN CITY OF ZEPHYRHIL <br />S-1.3 ROOF FRAMING PLAN PLAN EXAMiNER <br />SD-1 FOUNDATION DETAILS <br />SD-2 STRUCTURAL DETAILS <br />PBSB-1 STRUCTURAL DETAILS <br />AREA TABULATION <br />ELEVATION <br />"B" <br />1 ST FLOOR <br />968 SF <br />2ND FLOOR <br />1,353 SF <br />TOT-J.....;�A/C <br />2,321 SF <br />ENTRY <br />36 SF <br />GARAGE <br />386 SF <br />LANA1 <br />120 SF <br />TOTAL UR <br />2,863 SF <br />TERMITE TREATMENT <br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, <br />INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED <br />TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED <br />FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON <br />COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A <br />CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT <br />BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING <br />STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE <br />PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH <br />RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE <br />AND CONSUMER SERVICES." <br />RELEASE HISTORY <br />pIM coly✓ <br />1 <br />�A <br />e <br />a <br />o No 77824 <br />_ • <br />_ <br />STATE OF <br />ate_ <br />'U <br />W <br />o°F- <br />} <br />>�Q0 <br />W <br />cnUWw <br />¢w� <br />J C/) W W <br />�xocor <br />�101—Z <br />cyLL00C/) <br />Z z ~ Z <br />Z <br />�(Q�_j <br />W 0. _ cc 2 <br />=zLLU) <br />Q Z 0 <br />' 4 , <br />n <br />c OR <br />O <br />.� <br />0 <br />0 <br />Z <br />u <br />A <br />0 <br />m <br />WNW <br />c <br />�--� <br />I" <br />O <br />w� <br />.J <br />wAi <br />wM <br />x <br />won" <br />(n <br />(L <br />c <br />W <br />O <br />u <br />w <br />W <br />O <br />R <br />U) <br />w <br />G <br />U) <br />z� <br />0 <br />�o <br />wz <br />aaaaa <br />COMMUNITY; <br />LINKS AT CALUSA <br />PLAN # 6102 <br />RELEASED:10/09/20 <br />SHEET <br />cS* I <br />