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99 <br />1828-4EBB--CAL1991 <br />T <br />ALL WORK SHALL COMPLY WITH PREVAILING <br />CODES FLORIDA BUILDING CODE, <br />NATIONAL ELECTRIC CODE, <br />AND THE CITY OF ZEPHYRHILLS <br />ORDINANCES <br />REVIEW DATE_( T <br />H <br />O M <br />E S <br />CITY OF ZEPHYRHILI�_ <br />PLAN EXAMINER <br />12602 <br />TELECOM <br />DRIVE, TAMPA, FL 33637 <br />Tel: <br />(813) 740-9720 <br />Fax: (813) 740-9715 <br />STATE OF FLORIDA <br />CERTIFIED BUILDING CONTRACTOR: <br />DESIGN CRITERIA: <br />ABBREVIATIONS <br />REVISIONS <br />INDEX OF DRAWINGS <br />-pLOF1DA BUWIN CODL RMMg�I, <br />ASV. ABOVE LAV. LAVATORY <br />DATE <br />DESCRIPTION <br />��v <br />7m (2m) <br />-AM Lock AM STAM COM <br />A/C <br />A°7 <br />AIR CONDITIONING <br />ADJUSTABLE <br />LuM. <br />MC, <br />LUMINOUS <br />MEDICINE CABINET <br />VIZ" <br />CDg IB� <br />ARCHITECTURAL SHEET DESCRIPTION <br />mYB/IS <br />2mn FEic IPDA7E <br />DR HORTON HOMES <br />TELECOM DRIVE <br />-OCCUPANCY - RESIDENTIM, GROUP R3 <br />-CONSTRUCTION TYPE - VB <br />-MIN. INTERIOR FINISH - CLASS B <br />AMP. <br />BD. <br />CL <br />GAB. <br />CLG. <br />AMPERAGE <br />BOARD <br />CENTER LINE <br />CABINET <br />CEILING <br />MIN. <br />M.T <br />MTD <br />MT L <br />N.T.S. <br />MINIMUM <br />METAL THRESHOLD <br />MOUNTED12602 <br />METAL <br />NOT TO SCALE <br />PG Cl—COVER SHEET <br />PG GN—GENERAL NOTES <br />mb16A5 <br />COSRE-ISSUED <br />02/21AS <br />SIDM ELEVATIONS ADDED <br />m3/K/IB <br />CD5 RE -ISSUED <br />TAMPA FL 33637 <br />TEL: 813 740-9720 <br />(813) 740-9715 <br />-BASIC HIND SPEED - VBlt=160 MPH <br />u =1 PH <br />:WOOS URE IDENCE - C <br />I-SFAX: <br />-2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL <br />CLR. <br />CONC. <br />CPT. <br />O.T <br />DBL <br />CLEAR <br />CONCRETE <br />CARPET <br />CERDRYEAMIC E <br />DOUBLE <br />O.C. <br />PL <br />P.B. <br />PHT <br />PLYWD. <br />ON CENTER <br />PROPERTY LINE <br />PUSHBUTTON <br />PUCNE <br />PLYWOOD <br />PG Al —FLOOR PLAN <br />PG A2D—ELEVATIONS "D" <br />PG El —ELECTRICAL PLAN <br />PG Pl—PLUMBING PLAN <br />man9nB <br />FODTMGREVISION PER M.BOlEB <br />m41M <br />COSRE-WED <br />02A%ft <br />ADDEDWRBLE88FOOTERATGARAGE DETAIL (FORT MYERS) <br />STATE CODES <br />D.C. <br />DIA. <br />DUAL GLAZAND <br />DIAMETER ED <br />PR <br />P T. <br />PAIR TREATED <br />PR <br />m2R2/IB <br />FLAN MANTENANCE <br />PG Ml —MECHANICAL PLAN <br />DIM, <br />DISP, <br />DP. <br />D S, <br />DTL <br />DIMENSION <br />DISPOSA[. <br />DEEP <br />DOWNSPOUT <br />DETAIL <br />R. <br />RAD, <br />R.AG. <br />REF <br />R.O. <br />RISER <br />RADIUS <br />RETURN AIR GRILL <br />ROOM <br />RODGHOPEEXT <br />PG Dl —DETAILS <br />PG D2—DETAILS <br />PG D3—PRODUCT APPROVAL <br />03400" <br />REVISED LINTEL SIZE AT FRONT ENTRY DOOR <br />STATE OF FLORIDA <br />' <br />SQ'FT• O s <br />60 <br />ADDED ADDITIONAL RECEPTACLE M GARAGE PER LOLL BATSON O'ELBJ <br />m4R4A5 <br />REVISED HVAC vOLUMEB ON SOFT CALL SCHEDULE (MELBJ <br />LIVRYa I,828 SGL FT. <br />m6/12/g <br />ADDED EXTERIOR MONO DEEP FOOTER' DETAIL 12/SI.IA (ORL) <br />PROFESSIONAL ARCHITECT - <br />D.W. DISHWASHER S.C. SO EXI'DR <br />S.D. SMOKE <br />PG WAl —WALL ASSEMBLY DETAILS <br />m6/lVIS <br />ADDED LED LIGHTS • KITCVEN t DATH PER MARC Ei0UE8 <br />ROLAND A. ABOUCHACRA <br />AR No. 93723 <br />A.B. DESIGN GROUP, LLC. <br />1441 NORTH RONALD REAGAN BLVD. <br />LONGWOOD, FLORIDA 32750 <br />Tel: (407) 774-6078 <br />Fax: (407) 774-4078 <br />GARAGE 4916 Sa FT. <br />ENTRY W SGE FT. <br />LANAI as E(T• FT. <br />TOTAL 2,362 Sa FT. <br />EA. <br />ELEV. <br />EX <br />EXIT <br />FEXT.G <br />FG/FX. <br />F.G. <br />FIN <br />FUR. <br />FLUOR. <br />FR.DR. <br />FTG <br />GA, <br />GAR. DISP. <br />G.F.I. <br />GL. <br />EACH <br />ELEVATION <br />EQUAL <br />EXHAUST <br />EXTERIOR <br />FIXED GLASS <br />FUEL GAS <br />FINISH <br />FLOOR <br />FLUORESCENT <br />FRENCHDOOR <br />FOOTING <br />GAUGE <br />GARBAGE DISPOSAL <br />GROUND-FAULr CIRCUIT <br />INTERRUPTER <br />GLASS <br />S.H. <br />SET <br />SHTHG. <br />SHWA. <br />SIM. <br />SL <br />SI-GL <br />STD. <br />STD. <br />TEMP. <br />THK. <br />T.O.C. <br />TO.P <br />TO. <br />TYP. <br />DETECTOR <br />K DET <br />SMGLE HUNG <br />SHEET <br />SHEATHING <br />SHOWER <br />SIMILAR <br />SLIDING <br />SLIDTNGGLAS9 <br />STANDARD <br />SHEAR WAIL <br />SECTION <br />TEMPEREDGLASS <br />THICK <br />TOP OF CURB <br />TOP OF PLATE <br />TOP OF SLAB <br />TYPICAL <br />PG WA2—WALL ASSEMBLY DETAILS <br />PG WA3—WALL ASSEMBLY DETAILS <br />PG WA4—WALL ASSEMBLY DETAILS <br />PG WA5—WALL ASSEMBLY DETAILS <br />PG WA6—WALL ASSEMBLY DETAILS <br />mVISA9 <br />ADDED 5T0?E OPI10N ELEVATION C D (tAhPA) <br />�1" <br />ELEVATION 'G' SIDMG-ADDED LOUVER 0 GABLE ROOF <br />1OR5/p <br />ADDED OPT. W-m' CEILING 1 E*1476 <br />OV0120 <br />REF LACE USP COPMCTORS UATH SIMPSON CM ECTORS <br />04040 <br />REVISE EMCAVENT RADON FLAN DI ENSIGNS <br />04AMO <br />OPT. S'-m' CLG. NOT: ADDED LED LIGHT IN FOYER <br />m4Arv2m <br />OPT. B'•m' CLG. H'sf. ELEVATION 'ii'- REVISEDHEYaFIT OF ARG#UAY <br />05/0"0 <br />ADDED ELEVATIOSS V, n' (ORL) <br />STRUCTURAL SHEET DESCRIPTION <br />01/64m <br />ADDED ELEVATIONS M'-11H'-ITS' (ORL) <br />PG Sl —FOUNDATION PLAN <br />PG S1.lA—DETAILS <br />PG S1.2—DOWEL PLAN <br />PG <br />PG S1.2A—DETAILS <br />GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED <br />N.B. HOSE BIB OTHERWISE <br />BIDS CORD WP. W PROOF <br />HOT. OR BIT HEIGHT W/ WITH <br />INSUL. INSULATION WD. WOOD <br />TNT. INTERIOR wow. WINDOW <br />w I. WR WROUGHT IRON <br />DRAWING / CONTRACT DOCUMENT <br />REVIEW BY BUILDER <br />THE BUILDER ASSUMES ALL LIABILITY FOR <br />INTERPRETATION OF THE CONTRACT DOCUMENTS. <br />mY0V21 <br />2m2m FHc uPDaTE <br />03AM1 <br />ADDED SOFFIT DETAILS <br />0446/21 <br />ADDED ELEVATIONS TP 4 'O' (ORL) <br />ADDED STONE OPTION ELEVATION G' (MELEi01RE) <br />05/dWI <br />ADDED ELEVATIONS'P' 4 'dr (OR.) <br />IF ANY ASPECT OF THE CONSTRUCTION AS <br />( <br />DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND <br />IN NEED OF FURTHER DETAILING OR EXPLANATION IN <br />PG S2—LIFT BEAM PLAN AND NOTES <br />PG S2.lA—DETAILS <br />PG S2.2A—SAFE LOAD TABLES <br />05AWI <br />ADDED DEN OPT. (TAMPA i FT MYERS) <br />m&IDAI <br />ADDED 20'FOOTER OFTICN(TAMPA) <br />ORDER TO BUILD THIS PROJECT BASED ON THIS <br />DRAWING SET, THE CORRECT PROCEDURE IS FOR THE <br />BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR <br />PG S3—FRAMING PLAN <br />PG S3,IA—DETAILS <br />INFORMATION) TO THE ARCHITECT OR ENGINEER FOR <br />PG S3.1B—DETAILS <br />CLARIFICATION. <br />PG SNl—DETAILS <br />AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN <br />PG SDl—SOFFIT DETAILS <br />RFI's [N WRITTEN/DRAWN FORMS IN A THINLY <br />MANNER. AS DESIGN GROUP TAKES NO <br />RESPONSIBILITY FOR INTERPRETATIONS OF <br />CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE <br />BEEN GENERATED FOR UNCLEAR ASPECTS OF THE <br />ONSTRUCTION BASED ON THE DRAWING SET. <br />U N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774,4078 <br />www.abro u dwIgngp.rorn <br />AA N:0003325 <br />Ta <br />)c <br />p <br />mill <br />DRmT <br />w 9/21/21 <br />sco. E:1/4"=1'-0" <br />armz 'P <br />C1 <br />