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0- <br />99 <br />1828-4EBB—CAL199 <br />ALL WORK SHALL COMPLY WITH IREVAILINo <br />CODES FLORIDA BUILDING CODE, <br />NATIONAL ELECTRIC CODE, <br />AND THE CITY OFZEPMVRHILLS <br />ORDINANCES <br />REVIEW DATE DEC 2021 <br />; <br />OF <br />HOMES <br />o <br />E s <br />PLTY <br />LAN EXAMINERIaILL <br />12602 <br />TELECOM <br />L7RIVE, TAMPA, FL 33637 <br />Tel= <br />(813) 740-9720 <br />Fax: <br />(813) 740-9715 <br />' STATE OF FLORIDA <br />CERTIFIED BUILDING CONTRACTOR: <br />DESIGN CRITERIA: <br />ABBREVIATIONS <br />REVISIONS <br />INDEX OF DRAWINGS <br />- gUp,= CM& <br />ABVABOVE LAV. LAVATORY <br />DATE <br />DESCRIPTION <br />DR HORTON HOMES <br />12602 TELECOM DRIVE <br />ryM AM 8 <br />- LOCAL SPATE COBS <br />-OCCUPANCY - RESQIENTW, GROUP R3 <br />-CONSTRUCTION TYPE - VB <br />-MIN. INTERIOR FINISH - Gass B <br />. <br />AD <br />ADJ. <br />ALT. <br />BD <br />CL <br />CAB. <br />AIR CON ITT <br />AIRCONDITIONINGLUMM.0 <br />ALTERNATE <br />AMPERAGE <br />BOARD <br />CENTER L INE <br />CABINET <br />CEILING <br />M.C. <br />WE. <br />MIN <br />M.T. <br />MTD <br />MTL. <br />N.T.S <br />LUMINOUS <br />MEDICINE CABINET <br />MANUFACTURER <br />MEUALTHRESHGLD <br />METAL THRESHOLD <br />METAL <br />SCALE <br />NOT TO SC <br />Mnbl* <br />CDS ISM <br />ARCHITECTURAL SHEET DESCRIPTION <br />dA5A8 <br />2011 MC UPDATE <br />PG Cl-COVER SHEET <br />PG GN— GENERAL NOTES <br />0UKA9 <br />CDBR-ISSUED <br />0212VIB <br />SIDING ELEVATIONS ADDED <br />03/lbAB <br />CDBRc-I6BIlED <br />TAMPA, FL 33637 <br />TEL: (813) 740-9720 <br />FAX: (813) 740-9715 <br />'BASIC WIND SPEED - Yult=160 MPH <br />Vasd=124 MPH <br />:� OORRY RESIDENCE _ <br />.2-STORY RESMENCE - MAX. �g}IT AS PER LOCAL <br />CLG. <br />CLR <br />CPT. <br />c.. <br />D. <br />DBL <br />CLEAR <br />CONCRETE <br />CARPET <br />DRYER CAE <br />DOUBLE <br />G.C. <br />PL <br />P.B. <br />PH. <br />PLYWD <br />ON CENTER <br />PROENTEB <br />PROPERTYLINE <br />PUSHBUTTON <br />PLATE <br />PLYWOOD <br />PG Al -FLOOR PLAN <br />PG A2C-ELEVATION "C" <br />PG E1—ELECTRICAL PLAN <br />PG P1—PLUMBING PLAN <br />04AW <br />FOOTING REVISION PER M ROUES <br />�n <br />�S� IUD <br />02/" <br />ADDED CMILEW FOOTER AT GARAGE DETAIL (FORT MYERS) <br />02/72/19 <br />PLAN MAINTENANCE <br />AND SPATE CODES <br />D.G. <br />Du. <br />DUAL GLAZED <br />DIME ATER <br />P <br />P.T.T <br />PAIR <br />PRESREssuRETREATED <br />PG Ml—MECHANICAL PLAN <br />03AI M <br />REVISED LINTEL 812E AT FRONT ENTRY DOOR <br />DIM <br />DISP. <br />DP. <br />DR <br />Ds. <br />D7L. <br />D.W. <br />EA, <br />ELEV. <br />EQ. <br />sxl-c <br />EXT <br />F.G.JFx. <br />F.G. <br />FIN. <br />FLR. <br />FLUOR <br />FIG R <br />GA. <br />GAR. DISP. <br />G.F.I. <br />OF. <br />DIMENSION <br />DISPOSAL <br />DEEP <br />DOOR <br />DOWNSPOUT <br />DETAIL <br />DISHWASHER <br />EACH <br />ELEVATION <br />EQUAL <br />ExHAusT <br />EXTERIOR <br />FUGUGLASS <br />FUEL GAS <br />FINISH <br />FLGGR <br />FLUORESCENT <br />FOODDOOR . <br />GAUGE <br />GARBAGE DISPOSAL <br />GROUNI-FAULT CIRCUIT <br />INTERRUPTER <br />GLASS <br />R. <br />BAD. <br />R.A.G. <br />REF. <br />SM. <br />RO. <br />SC <br />S.D. <br />S.H <br />SHT. <br />sxTxc. <br />SHWR <br />SIM <br />SL. <br />SL.GL. <br />STD. <br />SWS <br />TFA�. <br />THK. <br />T.O.C. <br />T.O.P. <br />TOS. <br />TYR <br />RISER <br />RADIUS <br />RETURN AIR GRILL <br />REFRIGERATOR <br />ROOM <br />ROUGH OPENING <br />SOLID CORE EXTDR <br />SMOKEDETECTOR <br />SINGLE HUNG <br />SHEET <br />SHEATHING <br />SHOWER <br />SIMILAR <br />SLIDING <br />SLIDING GLASS <br />STANDARD <br />SHEARWALL <br />TEMPREDGLASS <br />THICK <br />TOP OF CURB <br />TOP OF PLATE <br />TOP OF SLAB <br />TYPICAL <br />PG DI —DETAILS <br />PG D2—DETAILS <br />PG D3—PRODUCT APPROVAL <br />PG WAi-WALL ASSEMBLY DETAILS <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 />' STATE OF FLORIDA <br />PROFESSIONAL ARCHITECT: <br />ROLAND A. ABOUCHACRA <br />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 />.". CALL. $ <br />00 <br />ADDED ADDITIONAL RECEPTACLE INGARAGE PER WILL BATSON (MELBJ <br />04/24/IS <br />REVISED HVAC VOLUMES ON SGFT CALL SCHEDULE (MELB) <br />LIVING 1,528SQ.PT. <br />GARAGE 430 SQ. FT. <br />ENTRYw Sa FT. <br />LANAI 88 ' �' <br />TOTAL 2,362 SQ. FT. <br />06117/15 <br />ADDED 'EMERIORMOW DEEP FOOTEWDETAIL 121SUA(OR-) <br />0612VIS <br />ADDED LED LIGHTS • KITCHEN + BATH PER MAR, BOWER <br />01/BA9 <br />ADDED STONE OPTION ELEVATION C 1 D (TAMPA)AR <br />oa/lure <br />ELEVATION'G' SIDMG•ADDED LOUVER GABLE ROOF <br />iV/25AS <br />ADDED OPT. W-O' CEILING NEWTS <br />ovmo <br />REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS <br />04/0V20 <br />REVISE ENKAVENT RADON PLAN DIMENSIONS <br />04AMO <br />OPT. S'-0' CLG. HOT.- ADDED LED LIGF(T IN FOYER <br />O4/Os120 <br />OPT. B'-®• CLG. W.T. ELEVATION 'C'- REVISED HEIGHT OF ARCHUTAY <br />05/ft4o <br />ADDED ELEVATIONS•L'+111'(ORL) <br />STRUCTURAL SHEET # DESCRIPTION <br />GYP. BD. <br />H.B. <br />HD <br />HOT. OR ITT <br />INT. <br />GYPSUM BOARD <br />HOSEBIB <br />HHEADEER CORE <br />HEIGHTW/NSULATICN <br />INTERIOR <br />UN.O. <br />WP. <br />WDW. <br />WH <br />W.I. <br />UNLESS NOTED <br />OTHERWISE <br />OOF <br />WASHER <br />WITH <br />WINDOW <br />WATER HEATER <br />WROUGHT IRON <br />O'I" <br />ADDED ELEVATIONS T1G'-T1H'•T18' (OR-) <br />PG Sl—FOUNDATION PLAN <br />PG S1.lA—DETAILS <br />PG S1.2—DOWEL PLAN <br />PG S1.2A—DETAILS <br />DRAWING / CONTRACT DOCUMENT <br />REVIEW BY BUILDER <br />THE BUILDER ASSUMES ALL LIABIIITY FOR <br />INTERPRETATION OF THE CONTRACT DOCUMENTS. <br />0V01OI <br />to2oFIjCuF'DATE <br />03M41 <br />ADDED SOFFIT DETAILS <br />04/2641 <br />ADDED ELEVATIONS N' 4'O' (ORL) <br />04/2T/21 <br />ADDED STONE OPTION ELEVATION Yd (FELBOUIRE) <br />05/0Vl1 <br />ADDED ELEVATIONS'P' i 'Q' (OR-) <br />IF ANY ASPECT OF THE CONSTRUCTION (AS <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 SE <br />PG S2.2A—SAFE LOAD TABLES <br />05/H/21 <br />ADDED DEN OPT. (TAMPA / FT MYERB) <br />090/21 <br />ADDED 20'FOOTER OPTION (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 S3.1A—DETAILS <br />INFORMATION) TO THE ARCHITECT OR ENGINEER FOR <br />PG S3.lB—DETAILS <br />CLARIFICATION. <br />PG SNl—DETAILS <br />AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN <br />PG SDI —SOFFIT DETAILS <br />RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY <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 />Q N. RONALD REAGAN St <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />q <br />auimm ae Lop <br />ABBOTT PARK <br />LOT #25 <br />BLK #12 <br />PMJWTIP <br />04181.00 -25121 <br />MODS <br />4EBB <br />"1828-CALI" <br />GAl AGZ aWMxa: <br />LEFT <br />PAGIM <br />COVER <br />SHEET <br />160 MPH EXP. C <br />L AR NO 93723 <br />DP w 09/21/21 <br />aCAUM- 1/4"=1'-O" <br />a>(•r <br />C1 <br />