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99 2260-3E-EB-ELSTON199 <br />V <br />HOMES <br />ALL WORK SHALL� ' PREVAILING <br />CODES FLORID BUILDING CC�t3E <br />NATIONAL ELECTRIC 0 � <br />OPILi-S <br />AND THE CITY C E <br />ORDINANCE <br />REVIEW DATE_.. <br />CtTY � xA�t��.�Ht <br />pLAN <br />12602 TELECOM C)IFiIVE, TAMPA, F=L 33637 <br />Tel= (813) 740-9720 Fax: (813) 740-9715 <br />' STATE OF FLORIDA <br />CERTIFIED BUILDING CONTRACTOR: <br />DESIGN CRITERIA: <br />ABBREVIATIONS <br />REVISIONS <br />INDEX OF DRAWINGS <br />41MA BtM=G Cops, Rt et, <br />AHv. ABOVE IAv. LAVATORY <br />DATE <br />DESCRIPTION <br />7m EMON (2(120) <br />-Aid. IMAI. AND STATE COM <br />Aic AIR CONDITIONING Lunt. LUMINOUS LTERNATE <br />EDICTNEC�INET <br />Aa ADJUSTABLE �R ME <br />� <br />2-STORY CN'IU CONVERSION <br />ARCHITECTURAL SHEET DESCRIPTION <br />0UI2AB <br />BID SET ISSUED <br />DR HORTON HOMES <br />12602 TELECOM DRIVE <br />TAMPA, FL 33637 <br />TEL: (813) 740-9720 <br />FAX: 813 740-9715 <br />( ) <br />-OCCUPANCY - RESIDENTIAL, GROUP R3 <br />-CONSTRUCTION TYPE - VB <br />-MDi. iMTERIOR FINISH - CLASS B <br />-HOC WIND SPEED - VDR=160 MPH <br />Vasd=124 MPH <br />-EXPOSURE - C <br />:EXPOSURE RESIDENCE - <br />-2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL <br />BD ABOARD °E MMJIN. METAL THRESHOLD <br />CL CENTERLINE MTD. MOUNTED <br />CAB. CABINET MIL. METAL <br />CLG. CIILING NT.S. NOT TO SCALE <br />CLR CLEAR O.c. ON CENTER <br />CONC. CONCRETE. PL PROPERTY LINE <br />CPT. CARPET P.B. PusxBUTTox <br />C.T. CERAMIC TILE PH PHONE <br />D DRYER PIT. PLATE <br />DBL, DOUBLE PLYWD. PLYWOOD <br />PG Cl—COVER SHEET <br />PG GN— GENERAL NOTES <br />T� /� PLAN <br />PG Al —FIRST FLOOR PLAN <br />PG AlA—STAIR SECTION/DETAILS <br />PG A2—SECOND FLOOR PLAN <br />PG A3G—ELEVATION 'G' FRONT & REAR <br />PG A4G—ELEVATION 'G' LEFT & RIGHT <br />��� FBG �A� <br />02/M <br />STONE ELEVATIONS ADDED <br />02115/I6 <br />CONSTRUCTION DOCUMENTS ISSUED <br />��� <br />FOOTING REVISION PERM. BOLLES <br />OSA4AS <br />INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. BORES <br />OTAVIB <br />CONSTRUCTION DOCUMENTS RE -ISSUED <br />AND STATE CODES <br />DG. DUAL GLAZED PR PAM <br />DIA. DIAMETER P.T. PRESSURE TREATED <br />OSWAS <br />BOLLARD DETAIL REVISED <br />PG El —FIRST FLOOR ELECTRICAL PLAN <br />IHM. DIMENSION R. RISER <br />HISP. DISPOSAL RAD. RADIUS <br />DP. DEEP RA.O. RETURN AIR GRILL <br />DR. DOOR REF. REFRIGERATOR <br />DS. DOWNSPOUT RM. ROOM <br />DE,. DETAIL RD. ROUGHOPO4MG <br />DW. DISHWASHER S.C. SOLID 'ORE EST DR <br />EA. EACH SO SMOKE DEFECTOR <br />ELEV. ELEVATION S . SINGLE HUNG <br />EQ EQUAL SHE. SHEET <br />Extt EXHAUST SHTHC SHEATHING <br />EXT. EXTERIOR SHWR SHOWER <br />S. SLIDING <br />F.G.Fx. FULL <br />PG E2—SECOND FLOOR ELECTRICAL PLAN <br />PG Pl—PLUMBING PLAN <br />PG MI —FIRST FLOOR MECHANICAL PLAN <br />PG M2—SECOND FLOOR MECHANICAL PLAN <br />PG Dl—DETAILS <br />PG D2—DETAILS <br />PG D3—DETAILS <br />PG D4—PRODUCT APPROVALS <br />PG WAl—WALL ASSEMBLY DETAILS <br />Mfv/M <br />DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 511A <br />' STATE OF FLORIDA <br />PROFESSIONAL ARCHITECT: <br />ROLAND A. ABOUCHACRA <br />AR No. 93723 <br />SQ.FT. CALL• S <br />OMAS <br />TRUSS IDS ADDED TO FRAMING SHEET <br />02R5/M <br />PLAN MAINTENANCE <br />ISTFLRLIVMG 5w SOL FT. <br />2ND FLR LIVING: 1,353 Sa FT. <br />TOTAL LIVMG 2260 Sa. FT. <br />GARAGE 453 SGL FT. <br />ENTRY 64 S4 FT. <br />04/OV,S <br />REVISED LINTEL SIZE . ENTRY <br />04MaA9 <br />UPDATED LEDWR BOLT SIZE 4 SPACING <br />ObQU13 <br />ADDED LED LKaNTB • WCFEN 4 BATHROOMS PER MAR, BORES <br />MUM <br />LEDGER BOLT SPACING REVISED <br />1D/B/IS <br />ADDED 60'D LAYOUT <br />A.B. DESIGN GROUP, LLC. <br />1441 NORTH RONALD REAGAN BLVD. <br />LONGWOOD, FLORIDA 32750 <br />Tel: (407) 774-6078 <br />• <br />Fax• (407) 774-4078 <br />TOTAL 2,111 SOiFT. <br />PATIO w Sa FT. <br />GAS <br />F.O. FINIS GAS SL. SLIDING <br />FIN. FINISH sIGL. SLIDING GLASS <br />FL R FLOOR STD STANDARD <br />FLUOR FLUORESCENT sws SHEAR WALL <br />MDR FRENCH DOOR SECTION <br />FTG. FOOTING TEMP. TEMPEREDGIASS <br />GA, GAUGE DIX. THICK <br />GAR. DISP. GARBAGE DISPOSAL TD.0 <br />G.F.I. GROUND -FAULT CIRCUIT TOT. TOP OF PLATE <br />INTERRUPTER T.O.S. TOP OFSLAB <br />GI,. GLASS T.O. 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 />011MO <br />REPLACE USP CONNECTORS UTH SrtpBON CONECTORS <br />03/0WO <br />REVISED DETAIL ON SHEET D2 OPT. V-01 CV. HST, <br />OWAI0 <br />REVISED STAIRCASE AND STAIR SECTION DETAIL <br />OBRVMO <br />PANTRY DOOR REVISED TO 2-6 OPT. V-0' CLG. WV. <br />, <br />2o20FBCIPDATE <br />STRUCTURAL SHEET # DESCRIPTION <br />PG Si —FOUNDATION PLAN <br />PG S1.lA—DETAILS <br />PG SLAB —DETAILS <br />PG S1.2—FIRST FLOOR DOWEL PLAN <br />PG S1.2A—DETAILS <br />PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES <br />GYP GYPS <br />FEB. BD HUSE IBBOARD U.N°. OTHERWISE <br />HDP HEADER COS W. VAPOR PROOF <br />HOT. ORITT HEIGHT wi WITH <br />WSUL. INSULATION WD WOOD <br />INT, INTERIOR WDW. WINDOW <br />W'I. Weort IRON <br />DRAWING / CONTRACT DOCUMENT <br />REVIEW BY BUILDER <br />THE BUTAER ASSUMES ALL IJABIdl•Y FOR <br />INTERPRETATION OF THE CONTRACT DOCUMENTS. <br />IF ANY ASPECT OF THE CONSTRUCTION (AS <br />PG S2.1A—DETAILS <br />DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND <br />O NEED OF FURTHER DEMINPROJECT OR EXPLANATION TWS W <br />ORDER TO BUILD THIS PROJECT BASED ON TRUSS <br />DRAWING SET, THE CORRECT PROCEDURE IS FOR THE <br />PG S2.2A—SAFE LOAD TABLES <br />PG S3—FIRST FLOOR FRAMING PLAN <br />PG S3.IA—DETAILS <br />BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR <br />PG S3.113—DETAILS <br />]INFORMATION) TO THE ARCHITECT OR ENGINEER FOR <br />CIAVICATION. <br />PG S4—SECOND FLOOR DECK PLAN <br />PG S4.lA—DETAILS <br />AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN <br />PG S4.2—SECOND FLOOR DOWEL PLAN <br />M,9 IN WRITTEN/DRAWN FORMS IN A TIMELY <br />PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES <br />MANNER. AB DESIGN GROUP TAKES NO <br />RESPONSIBIITY FOR INTERPRETATIONS OF <br />COMIARUCTION BY THE BUILDER WHEN NO IM's HAVE <br />BEEN GENERATED FOR UNCLEAR ASPECTS OF THE <br />PG S5.IA—SAFE LOAD TABLES <br />PG S6—ROOF FRAMING PLAN <br />PG SN1—DETAILS <br />LL <br />ONSTRUCTION BASED ON THE DRAWING SET. <br />I PG SDI —SOFFIT DETAILS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />n <br />4 <br />8UI3DIV. & LOT, <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT# <br />04181.000-29092 <br />UODEL• <br />3EEB <br />"2260- ELSTON" <br />GARAGE SWIM: <br />LEFT <br />PAGE: <br />COVER <br />SHEET <br />%160 MPH EXP. C <br />131 <br />(Lj'* <br />n04/06/21/4"=1'—O"1 <br />