Laserfiche WebLink
T <br />99 2828-E401-ENSLE-Y99 <br />!f <br />HOMES <br />12602 TELECOM [DRIVE, TAMPA, I=L 33637 <br />Te1= (813) 740-9720 Fax: (813) 740-9715 <br />STATE OF FLORIDA <br />CERTIFIED BUILDING CONTRACTOR: <br />l <br />DR HORTON HOMES <br />" 12602 TELECOM DRIVE <br />TAMPA, FL 33637 <br />TEL: (813) 740-9720 <br />FAX: (813) 740-9715 <br />DESIGN CRITERIA: <br />ABBREVIATIONS <br />REVISIONS <br />INDEX OF DRAWINGS <br />-nmm Bunnw `�, <br />7M CHM (�/ <br />-ALL ILOC& AND WAYS CODES <br />-OCCUPANCY - RESIDENTIAL, GROUP R3 <br />'CONSTRUCTION TYPE _ VB <br />'NIN. INTERIOR FINISH CLASS B <br />-BASIC HIND SPEED - Vult=1B0 MPH <br />Vssd=124 MPH <br />-EXPOSURE _ C <br />-1-STORY RESIDENCE - <br />-2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL <br />AND STATE CODES <br />A/C ABOVE LAM. LAVATORY <br />A/C AIR CONDITIONIN(: LUM. LUMINOUS <br />MANHFACCABINET <br />ALDi I. ALTERNATE M.C. <br />AMP. AMPERAGE MIN. MINIMUM <br />BD, BOARD MT. METAL THRESHOLD <br />CL CENTERLINE MTD. MOUNTED <br />CAB. CARNET MTL. METAL. <br />CLG. CEILING N.T.3. NOT TO SCALE <br />cLR. CLEAR o.c. ON CENTER <br />CONc. CONCRETE PL PROPERTY LINE <br />CPT. CARPS P.B. PTON <br />CT. CERAMIC TILE PH. PHONE <br />D. DRYER PIT. PLATE <br />OHL. DOUBLE PLYWD PLYWOOD <br />D.G. DUAL GLAZED PR. PAIR <br />DIA. DIAMETER P.T. PRESSURE TREATED <br />IN DIMENSION R. RISER <br />DISP. DISPOSAL RAD. RADIUS <br />OF. DEEP RA. °_ RETURN AIR GRILL <br />DR, DOOR REF. RGERATOR <br />D.S. DOWNSPOUT RM. ROOOO M <br />DTI. DETAIL 0.0. ROUGH OPENING <br />D.W. DISHWASHER S.C. SOLID OGRE EXT DR <br />EA, EACH S.D. SMOKE DETECTOR <br />ELEV. ELEVATION S.H. SINGLE HUNG <br />F�IAUST sm. SHEET <br />I..XT. EXTERIOR SHWR. SHOWER <br />FG/FX FIXEDGLASS SIN SIMILAR <br />F.G, FUEL GAS SL. SLIDING <br />PIN. FINISH SL.GL. SLIDING GLASS <br />FI-R. FLOOR STD STANDARD <br />FLUOR. FLUORESCENT SWS SHEAR WALL <br />FT DR. FRENCH DOOR SECTION <br />GA FOOTING TEMP EMPERE°GLASS <br />A. GAUGE T.O. THICK <br />GAR. DISP GARBAGEDISPOSAL T.O.C. TOP OF CURB <br />G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOPOFPLAE <br />INTERRUPTER TYR TOPOFSIABGL GLASS <br />GYP BD GYPSUM BOARD UNO TYPICAL <br />OTED <br />H.B. HOSE BIB OTHERWISE: <br />HIM HEADER ER CORE V.P..VAPOR PROOF <br />HOT. T INSULATION HEIGHT WD WITH <br />INT. INTERIOR WDW, WINDOW <br />WIH WATER HEATER <br />W.L WROUGHT IRON <br />DATE <br />DESCRDYTION <br />own® <br />BID BET ISSUED <br />ARCHITECTURAL SHEET DESCRIPTION <br />OIAMI <br />2020 FBC UPDATE <br />PG Cl-COVER SHEET <br />PG GN- GENERAL NOTES <br />PG Al -FIRST FLOOR PLAN <br />PG AlA-FLOOR PLAN SECTIONS/DETAILS <br />PG A2-SECOND FLOOR PLAN <br />PG A3H-FRONT &REAR ELEVATIONS "H" <br />PG A4H-LEFT & RIGHT ELEVATIONS "H" <br />PG El -FIRST FLOOR ELECTRICAL PLAN <br />PG E2-SECOND FLOOR ELECTRICAL PLAN <br />PG Pl-PLUMBING PLAN <br />PG DI —DETAILS <br />PG D2-DETAILS <br />PG D3-DETAILS <br />PG D4-PRODUCT APPROVAL LISTING <br />PG WAl-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 WA8-WALL ASSEMBLY DETAILS <br />OW41 <br />ADDED SOFFIT DETAILS <br />03A6n1 <br />CREATED 8-m OPT. <br />03/3Vtl <br />ADDED STONE VENEER OPTION <br />m1�m <br />REVISED 82 FT. cALcs <br />ADDED OPEN UEB TRUSSESTe <br />cWom <br />FRAT1E WALK REVISIONS <br />10MI21 <br />CENTER SAD. IN DINING ROOM <br />IIA®nl <br />ADDED FRENCH DOOR OPTION <br />STATE OF FLORIDA <br />PROFESSIONAL ARCHITECT: <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 />( ) <br />Fax: 407 774-4078 <br />( ) <br />SQ,ff, CALL,'$ <br />LET RR uvING I/dI0 SQ FT. <br />2ND FLR LIVINGI I,3g2 SQ <br />roTALuvING 2312 scLFr. <br />GARAGE 421 Sa FT, <br />ENTRY Y8 Ga FT <br />TOTAL 2021 $aFT' <br />8X10 PATIO SO Sa FT- <br />LL WORK SHALL COMPLY WITH PREVAILIN <br />ODES FLORIDA BUILDING CODE, <br />ATIONAL ELECTRIC CODE, <br />ND THE CITY OF ZEPHYRHILLS <br />ORDINANCES <br />J' 11n� <br />vL. C.! <br />REVIEW DATE <br />REVIEWDESCRIBED <br />CITY OF ZEPHYRHILI <br />PLAN EXAMINER <br />STRUCTURAL SHEET DESCRIPTION <br />PG Sl-FOUNDATION PLAIT <br />PG S1.lA-DETAILS <br />PG 51.2-FIRST FLOOR DOWEL PLAN <br />PG S1.2A-DETAILS <br />PG S2-FIRST LIFT BEAM PLAN AND NOTES <br />PG S2.IA—DETAILS <br />PG S2,2A—SAFE LOAD TABLES <br />PG S3—FLOOR FRAMING PLAN AND NOTES <br />PG S3.LA—DETAILS <br />PG S3.1B—DETAILS <br />PG S3.IC—DETAILS <br />PG S4—SECOND FLOOR DECK PLAN <br />PG S4.2-SECOND FLOOR DOWEL PLAN <br />PG S5-SECOND LIFT BEAM PLAN AND NOTES <br />PG S5.1A—SAFE LOAD TABLES <br />PG S6—ROOF FRAMING PLAN AND NOTES <br />PG SNl—DETAILS <br />PG SDS—SOFFIT DETAILS <br />PG SD2—SOFFIT DETAILS <br />DRAWING CONTRACT DOCUMENT <br />REVIEW BY BUILDER <br />THE BUILDER ASSUMES ALL LTABUITY FOR <br />INTERPRETATION OF THE CONTRACT DOCUMENTS. <br />IF ANY ASPECT OF THE CONSTRUCTION (A3 <br />IN THIS DRAWING SET) ARE UNCLEAR AND <br />IN NEED OF FURTHER DETAILING OR EXPLANATION IN <br />ORDER TO BUID THIS PROJECT BASED ON THIS <br />DRAWING SET, THE CORRECT PROCEDURE IS FOR THE <br />BUHDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR <br />INFORMATION) TO THE ARCHITECT OR ENGINEER FOR <br />CLARIFICATION. <br />AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN <br />RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY <br />MAWER. AB DESIGN GROUP TAKES NO <br />RESPONSIBDITY 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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdesigngmp.com <br />L AA #: 0003325 <br />9 <br />U, <br />O <br />U <br />0 <br />U <br />� <br />> <br />g <br />Z <br />to <br />14 <br />evsa:v. & s oT <br />ABBOTT PARK <br />LOT 6 <br />BLOCK 7 <br />PHASE 2B <br />PROJECT* <br />04181.02B-06071 <br />MODEIe <br />E401 <br />"2828-ENSLEY" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />COVER <br />SHEET <br />160 MPH EXP. C <br />