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A <br />INDEX OF DRAWINGS <br />SHEET DESCRIPTION <br />SHEET <br />No. <br />CS COVER SHEET <br />1 MAIN FLOOR PLAN <br />1.1 UPPER FLOOR PLAN <br />2 INTERIOR ELEVATIONS <br />^-"�,.iL�;�G 3.1 EXTERIOR ELEVATIONS <br />!,LLWORK SHALL COwLy <br />r�DES FLORIDA?,UILDIWG �'�, 3.2 EXTERIOR ELEVATIONS <br />ELEG;-tf . <br />�}p,TIOhiQ.L 7�,pr4�'RHIIr6S F1 AM DETAIL <br />AND THE COFEg <br />4 MAIN ELECTRICAL PLAN <br />�INAN 4.1 UPPER ELECTRICAL PLAN <br />5 ROOF PLAN <br />6 FOUNDATION PLAN <br />7 MAIN FRAMING PLAN <br />REViSNN DATE-- —.;;-- <br />CITY OF -Z <br />MtNy �C- 7.1 ROOF FRAMING PLAN <br />PLAN �� 8 LINTEL DETAILS <br />SN STRUCTURAL NOTES <br />SN1 DETAILS <br />S DETAILS <br />S4 DETAILS <br />S5 DETAILS <br />S6 DETAILS <br />ST STAIR DETAILS <br />SS RETROFIT DETAILS <br />ABBREVIATIONS D1 SECTIONS & DETAILS <br />A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated D2 SECTIONS &DETAILS <br />Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room <br />A/C Air -Conditioner Ft. Foot/ Feet Red. Radius WP WATERPROOFING DETAILS <br />ADJ. Adjustable F Footing Ref. Refrigerator <br />A.F.F. Above Finished Floor g PA1.0 PRODUCT APPROVAL NUMBERS <br />A.H.U. Air Handler Unit FIX Fixed Req'd. Required <br />ALT. Alternate Galv. Galvanized Rm. Room <br />PA1.1 PRODUCT APPROVAL NUMBERS <br />B.A. Base Cabinet G.C. General Contractor Rnd. Round <br />BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS <br />Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector <br />PA1.3 PRODUCT APPROVAL NUMBERS <br />BM. Beam Hdr. Header S.F. Square Ft. <br />Bot. Bottom Hgt. Height Sh. Shelves <br />B.P. Bypass door HB Hose Bibb SHT Sheet <br />Cir. Circe Bearing I��_ Int. Interior- S.P.F. SideLights <br />Pine Fir <br />Control Joint <br />o <br />1=VVd11 <br />K.S. Knee I <br />Sq. Square <br />I <br />I <br />I <br />I II I I <br />I I I <br />I <br />I <br />I <br />I <br />I <br />I <br />CF%1 <br />. Column <br />Laun'i Laundry�ce <br />S Y. P. Southern Yellow Pine <br />Comm. Community Lay. Lavatory I B i owes Bar <br />Comp. Compressor L.F. Linear Ft. Temp. Tempered <br />C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken <br />D. Dryer LT. Laundry Tub T.O.B. Top of Block <br />DB Door Bell T.O.M. Top of Masonry <br />Dec. Decorative Mas. Masonry T.O.P. Top of Plate <br />Ded. Dedicated Outlet Max Maximum <br />� TR TOWEL RING <br />Dbl. Double M.C. Medicine Cabinet <br />= Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER <br />> Trans. Transom Window <br />Disp. Disposal Micro. Microwave <br />= Dist. Distance Min Minimum Typ. Typical <br />D.S. Drawer Stack M.L. Miaolam U.C. Under Counter <br />D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting <br />N <br />ry D.W. Dishwasher U.N.O. Unless Noted Otherwise <br />Ea. Each Mono Monolithic V. Shower Valves <br />;�, N.T.S. Not to Scale <br />E.W. Each Way VB Vanity Base <br />N Elec. Electrical Opn'g. Opening Vert. Vertical <br />NElev. Elevation Opt. Optional V.L. Versalam <br />i Ext. Exterior Pc. Piece VTR Vent through Roof <br />Exp. Expansion Ped. Pedestal w Washer <br />o, FBC Florida Building Code PH PHONE W/ With <br />Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet <br />N F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor <br />Fir. Floor Pit. HI. Plate Height Wd Wood <br />Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof <br />Fir Sys Floor System PSF Pounds per square foot <br />S <br />REVISIONS <br />J <br />N 08-20-15 1.0 NEW BASE PLAN <br />12-08-15 2.0 FRAME-WAL REVISIONS <br />12-22-16 3.0 Al B1 ELEV. REVISIONS <br />01-04-18 4.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL <br />FOR SINGLE STORY HOMES <br />02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL <br />e <br />FOR 2 STORY HOMES <br />THIS DRAWING AND DESIGN IS VALID <br />FOR 12 MONTHS AFTER THE DATE IT <br />IS SIGNED AND SEALED OR WHILE <br />i CURRENT CODE IS VALID <br />EE 44 APX F4 LNotice to Builder & All Subcontractors M r r�� It is the intent of Designer/Engineer listed in the titleblock of these <br />documents that these documents be accurate, providing Licensed <br />Professionals clear information. Every attempt has been made to <br />prevent error. The Builder and all subcontractors are required to <br />review all the information contained in these documents, prior to <br />.o <br />i the commencement of any work. The Designer/Engineer are not <br />a responsible for any plan errors, omissions,or misinterpretations <br />undetected and not reported to the Designer / Engineer prior to <br />construction. All construction MUST be in accordance to the <br />o information found in these documents. Any questions regarding <br />the information found in these plans should be directed to our <br />M Office at (407) 880-2333 immediately. No backcharges will be <br />2575 considered for reimbursement by the Designer/Engineer without <br />advanced notification and approval by the Designer/Engineer. <br />Payments will be made in accordance to the terms of the <br />w <br />agreement. <br />V <br />z� <br />z <br />z <br />J <br />d <br />I�� z <br />V) U <br />Q) C <br />w <br />�_ 0 <br />�V120— <br />O LU <br />Gn c <br />cn � <br />�- <br />U <br />W <br />o <br />� M <br />_8 <br />' . <br />l6 <br />N <br />00 <br />¢ 0 <br />Q o <br />Al1 <br />B <br />D.' <br />x�c.e�o� Otis <br /><, <br />~✓ o�(0 <br />1 � � <br />J <br />U) <br />` <br />111-LL <br />W � � <br />�. 0� <br />Z <br />ZLL <br />W N ¢ � JEEci9`ttt c. <br />V U U O <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />z cV <br />0 <br />tD <br />1-4 <br />z <br />M <br />MpLn <br />a to .L d- <br />( n <br />CL <br />cC a 00 <br />Q <br />E <br />WJ <br />z <br />to <br />W � <br />za <br />E=48U <br />$ ziZ <br />�2:-J <br />H <br />O Z <br />cu <br />LULU <br />_z <br />z <br />Ln <br />cr- <br />LLJ <br />F <br />o <br />N <br />O <br />U <br />= <br />ULu <br />0 O� U <br />J <br />.fV. <br />W <br />0� <br />a <br />d-o <br />t\ <br />Z <br />J <br />W <br />< <br />rl <br />W <br />X <br />z <br />Z <br />ZV <br />I Q <br />00 <br />O <br />N <br />Z <br />IPg <br />m <br />O <br />00 <br />g <br />W <br />= <br />W <br />rn <br />T--I <br />1 a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAM ES <br />VERSION NO. 5nO <br />SHEET NO. <br />C S <br />