Laserfiche WebLink
A <br />99 2260-3EEB-ELSTON,99 <br />N c <br />HOMES <br />12602 <br />TELECOM <br />DRIVE, TAMPA, FI <br />33637 <br />Tal= (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 DI', DRAWINGS <br />-FLORIDA BULLDWG CODE, RESIDENTIAL <br />ARV. ABOVE LAV. LAVATORY <br />DATE <br />DESCRIPTION <br />7TH EDITION (2020) <br />-AIL LOCAL AND STATE CODES <br />AC <br />AD). . <br />AIR CONDITIONING LUM. <br />ADJUSTABLE SMTFC. <br />LUMINOUS <br />MEDIUFINEECABI CABINET T <br />01A0/11 <br />2-STORY CMU CONVERSION <br />ARCHITECTURAL SHEET DESCRIPTION <br />0IA2A0 <br />510 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 />:OCCUPANCY <br />-OCCUPANCY - RESIDENTIAL, GROUP R3 <br />TYPE - VB <br />•MIN. INTERIOR ETNISH - CLASS B <br />'BASIC WIND SPEED - Vult=160 MPH <br />Vasd=124 MPH <br />:EXPOSURE - c <br />-I -STORY RESIDENCE - <br />-2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL <br />AMP. <br />BD. <br />CL <br />CAR <br />cLo. <br />CLI <br />CONC. <br />C. <br />C.T.. <br />D. <br />DBI- <br />AMPERAGE MIN. <br />BOARD M.T. <br />CENTER124E MTD <br />CABINET MIT. <br />CEILING N.T.S. <br />CLEAR O.C. <br />CONCRETE PI. <br />CARPET P.B. <br />DRYERCERAMcTILE PH. <br />DRYER PLT. <br />HOUR LE PLYWD. <br />MINIMUM <br />METAL THRESHOLD <br />MOUNTED <br />METAL <br />NOT TO WALE <br />ON CENTER <br />PROPERTYLwe <br />PUSH HONE TON <br />PHONE <br />PLATE <br />PLYWOOD <br />PG Cl—COVER SHEET <br />PG GN— GENERAL NOTES <br />PG Al —FIRST FLOOR PLAN <br />FIG AI.A—STAIR SECTION/DETAILS <br />_ <br />PG A3GSELEVATION ECOND FLOOR <br />G' FRONT & REAR <br />PG A4G—ELEVATION 'G' LEFT & RIGHT <br />VV22/I6 <br />2011 FBC UPDATE <br />02/VVIS <br />STONE ELEVATIONS ADDED <br />02A510 <br />CONSTRICTION DOCUMENTS ISSUED <br />��� <br />FOOTING REVISION PER M. BOWES <br />08M/IS <br />NCG%iPORATE I -JOIST DETAILS FRAMING PLANS PER M. EtOWES <br />01AIA8 <br />CONSTRUCTION DOCUMENTS RE -ISSUED <br />OWVAS <br />BOLLARD DETAIL REVISED <br />AND STATE CODES <br />nu. <br />DIM. <br />DISP. <br />DP. <br />DR <br />D.S. <br />DTL <br />DUAL GLAZE <br />DIAMETER PT. <br />DIMENSION R. <br />DISPOSAL RAD. <br />DEEP R.Ao. <br />DOOR REF. <br />DOWNSPOUT RM. <br />DETAIL R.O.ROUGH <br />PAM <br />PRESSURE TREATED <br />RISER <br />RADIUS <br />RETURN AIR ORILL <br />REFRIGERATOR <br />ROOM <br />OPENING <br />PG El —FIRST FLOOR ELECTRICAL PLAN <br />PG E2—SECOND FLOOR ELECTRICAL PLAN <br />PG Pl—PLUMBING PLAN <br />PG Ml—FIRST FLOOR MECHANICAL PLAN <br />PG M2—SECOND FLOOR MECHANICAL PLAN <br />006119 <br />DETAIL- 'ADDING BAR TO BOND BEAM' ADDED <br />TO SI2A <br />STATE OF FLORIDA <br />SQ.FT. CALC.�S <br />02A5/B <br />TRUSS ID'S ADDED TO FRAMING SWEET <br />02415/19 <br />PLAN MAINTENANCE <br />ISTFLRLIVING Sol 60.FT. <br />04/0V9 <br />REVISED LINTEL SIZE. ENTRY <br />PROFESSIONAL ARCHITECT: <br />D.W. DISHWASHER R.C. SOLID CORE EXTDR <br />PG DI -DETAILS <br />ROLAND A. ABOUCHACRA <br />AR No. 93723 <br />2ND FLR LIVING 1,353 5a. FT. <br />TOTALLIVNG 2,260 50.FT. <br />453 SQ. FT. <br />ENTRY 64 5Q. FT. <br />EA. <br />ELEV. <br />E.Q <br />ExR <br />EXT. <br />P.o.Ex. <br />EACH S.D. <br />ELEVATION S.H. <br />EQUAL SHT. <br />EXHAUST SHTHG. <br />EXTERIOR SHWR. <br />FIXED GLASS suH. <br />SMOKE DETECTOR <br />SINoLFNuNG <br />SHEET <br />SHEATHING <br />SHOWER <br />SIMILAR <br />PG D2—DETAILS <br />PG D3—DETAILS <br />PG D4—PRODUCT APPROVALS <br />PG WA1—WALL ASSEMBLY DETAILS <br />04/16AS <br />UPDATED LEDGER BOLT SIZE / SPACING <br />06/349 <br />ADDED LED LIGHTS • KITCHEN H BATHROOMS PER MARK BODES <br />OSMA9 <br />LEDGER BOLT SPACING REVISED <br />10A5AIJ <br />ADDED 150'D LAYOUT <br />A.H. DESIGN GROUP, LLC. <br />1441 NORTH RONALD REAGAN BLVD. <br />LONGWOOD, FLORIDA 32750 <br />Tel: (407) 774-6078 <br />Fax: (407) 774-4078 <br />TOTAL 2,TTT SOLFT. <br />8XI0 PATIO SO 50. FT. <br />F.O. <br />FIN. <br />FLR. <br />FLUOR <br />I& DR. <br />FIG. <br />GA <br />OAR. DISP. <br />O.F.I. <br />GL <br />FUELOAS SL <br />FINISH ST.GL <br />FLUOR STD. <br />FLUORESCENT SM <br />FRENCH DOOR <br />FOOTING TEMP. <br />GAG r E . <br />GARBAGE DISPOSAL T.O.C. <br />GROUND-FAULTCIRCUIT T.O.P. <br />INTER T.O. <br />BLASE PIER TO.R. <br />SLIDING <br />SLIDING GLASS <br />STANDARD <br />SIEARWALL <br />SECTION <br />TEMPEREDGLASS <br />THICK <br />TOP OF CURB <br />TOP OF PLATE <br />TOP OF B <br />TYPICAL <br />PG WA2—WALL ASSEMBLY DETAILS <br />PG WA3—WALL ASSEMBLY DETAILS <br />PG WA4—WALL ASSEMBLY DETAILS <br />PG WA5—NOT USED <br />PG WA6—WALL ASSEMBLY DETAILS <br />01/01/20 <br />REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS <br />03/0WO <br />REVISED DETAIL ON SHEET D2 OPT. W-O' CLG. W.I. <br />05/01/10 <br />REVSED STAIRCASE AMID STAIR SECTION DETAIL <br />����� <br />PANTRY DOOR REVISED TO 1.6 OPT. B'•0' GLG. <br />W.T. <br />0„m,�, <br />2020FacUPDATE <br />STRUCTURAL SHEET DESCRIPTION <br />GYP <br />Ra AD <br />IHIDca <br />HOT, NSUL <br />H <br />GYPSUM O.N.O. <br />HOSE <br />°HE,ADER OLLOCORE W. <br />MIGHT GHHTTWU <br />MGTON WD. <br />SED <br />WISE <br />OTHERWISE <br />VAPOR <br />WARHERRO°F <br />WITH <br />WOOD <br />PG Sl—FOUNDATION PLAN <br />PG S1.1A—DETAILS <br />PG S1.iH—DETAILS <br />DRAWING / CONTRACT DOCUMENT <br />REVIEW BY BUILDER <br />THE BUILDER ASSUMES ALL LIABILITY FOR <br />INTERPRETATION OF THE CONTRACT DOCUMENTS. <br />HIT. <br />INTERIOR WOW. <br />W`H <br />W.I. <br />WINDOW <br />WATER HEATER <br />WROUGHT IRON <br />PG S1.2—FIRST FLOOR DOWEL PLAN <br />PG S1.2A—DETAILS <br />PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES <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 />ORDER TO BUILD THIS PROJECT BASED ON THIS <br />PG S2.1A—DETAILS <br />PG S2.2A—SAFE LOAD TABLES <br />PG S3—FIRST FLOOR FRAMING PLAN <br />DRAWING SET, THE CORRECT PROCEDURE IS FOR THE <br />BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR <br />INFORMATION) TO THE ARCHITECT OR ENGINEER FOR <br />CLARIFICATION. <br />PG S3.lA—DETAILS <br />PG S3.1B—DETAILS <br />PG S4—SECOND FLOOR DECK PLAN <br />PG S4.IA—DETAILS <br />AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN <br />RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY <br />MANNER. AS DESIGN GROUP TAKES NO <br />PG S4.2—SECOND FLOOR DOWEL PLAN <br />PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES <br />RESPONSIBILITY FOR INTERPRETATIONS OF <br />PG S5.1A—SAFE LOAD TABLES <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 />PG S6—ROOF FRAMING PLAN <br />PG SN1—DETAILS <br />2021 <br />