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7963 Sail Clover Ln
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7963 Sail Clover Ln
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Last modified
3/20/2025 11:35:13 PM
Creation date
2/24/2025 9:23:06 AM
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Building Plans
Street #
7963
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
22573
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99 <br />�� <br />1828 0 0 <br />-4EBB CALI <br />HOMES <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 ELATE FEB 2 3 mo <br />CITY OF ZEPHYRH{LL <br />PLAN EXAMINER <br />12602 TELECOM DRIVE, TAMPA, FL 33637 <br />T4sl: (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 />.)� I�NI�IDDNi CO 4 <br />ABV. <br />DATE <br />DEWRPITON <br />• <br />•AIL Ii1CAL AND STATE <br />AU ORZwit, A ST <br />ABOVE WV. LAVATORY <br />A/C AIR USTABLCONDITION IN6 MUM. LUMINOUS <br />ALT. ADJUSTABLE M.C. MEDICINE <br />AM ALTERNATE MFR. MANUFACTURER <br />VJ*M <br />CDg 0 <br />ARCHITECTURAL SHEET DESCRIPTION <br />M(� I�Ah <br />DR HORTON HOMES <br />12602 TELECOM DRIVE <br />.00CUPANCY - R&SIDENTW, GROUP R3 <br />-CONSTRUCTION TYPE - VB <br />AMP. AMPERAGE MIN. MINIMUM <br />BD. BOARD M.T. MOUNTED <br />cne. CAABI�NiET MTLINE M 4 METAL <br />PG CI —COVER SHEET <br />PG GN-GENERAL NOTES <br />01A6A5 <br />COS RE -WED <br />04110 <br />0006 ELEVATI" ADDED <br />TAMPA FL 33637 <br />TEL: (813) 740-9720 <br />FAX: (813) 740-9715 <br />• 10. INTERIOR FINISH - CLASS B <br />•BASIC WIND SPEED - Vult=160 MPH <br />VBBd=124 MPH <br />pyp ��p <br />•EXPOSURE — C <br />•I -STORY RESIDENCE - <br />CLG. CEILING N.T.S. NOT TO SCALE <br />CLR. CLEAR O.C. ON CENTER <br />CONC. CONCRETE PL PROPERTY LINE <br />CPT• CARPFI P.B. PUSHBUTTON <br />CPT. <br />CERAMIC TILE PH PHONE <br />D. DRYER PLT. PLATE <br />DEL DG DOUBLE PLY.AaED PR WD PAIR PLYWOOD <br />DUAL <br />PG Al -FLOOR PLAN <br />PG A2D-ELEVATION "D" <br />PG El -ELECTRICAL PLAN <br />PG Pl-PLUMBING PLAN <br />0346A5 <br />CD'SIE-I5 = <br />04A9n6 <br />FOOTArGREVEIONPEKhL0oUE8 <br />CW14 <br />CDBRE-SOLED <br />02AIft <br />ADDED CMK58FOOMATr'ARWDETAIL (FM "rM <br />WMAS <br />MANMANTENNNM <br />•2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL <br />DIA. DIAMETER P.T. PRESSURE TREATED <br />PG Ml—MECHANICAL PLAN <br />AND STATE CODES <br />DIM. DIMENSION R. RISER <br />DSP. DISPOSAL RAD. RADIUS <br />DP. DEEP R.A.G. RETURN AIR (RILL <br />DR. DOOR REF. REFRIGERATOR <br />D.S. DOWNSPOUT RM. ROOM <br />pW. DSHWASHER R.O.L. DETAIL . ROS LJD OPENING <br />EA. EACH S.D. SMOKE DETECTOR <br />ELEV. ELEVATION S.H. SINGLE HUNG <br />EQ. EQUAL SHT. SHEET <br />EX& EXHAUST SHTHG SHEATHING <br />EXT. EXTERIOR SHWR SHOWER <br />F.GFIXED GLASS ST. SIMILAR <br />F.G. FUEL GAS sL SLIDING <br />FM. FLSITOOR SL. SLIDING GLASS <br />FLR FLOOR STD. STANDARD <br />03MM <br />PNeYM LNTEL 512E AT FRDNT ENTRY Done <br />PG Dl -DETAILS <br />PG D2-DETAILS <br />PG <br />PG D3—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-NOT USED <br />• STATE OF FLORIDA <br />PROFESSIONAL ARCHITECT: <br />ROLAND A. ABOUCHACRA <br />AR No. 93723 <br />A.B. DESIGN GROUP, LLC. <br />004115 <br />ADDED ADDITIONAL RECEPTACLE N GAR60E PER KILL BATSON (I'ELBJ <br />SQ.FT. CALL. S <br />004)g <br />REVISED WAG VOLLM ON 8W CALL SCHEDULE (MELD) <br />06/RAs <br />ADDEDEKTERIORMOWDEEPR)OTEWDETAIL12MA(CRL1 <br />LIVM I,920 SG. FT. <br />°dR"6E 430 ba FT. <br />ENTRY 16 fIa FT. <br />LANAI w $a FT. <br />TOTAL Y 9t 2 BQ FT. <br />06RUIS <br />ADDED LED Ll5M a KITG'EN 4 DATN PER MARK DOM <br />O'MM <br />ADDED STONE OPTION ELEVATION C : D (TAMPA) <br />Oyly19 <br />ELEVATION G' SIDNG-ADDED LouvER.6ABLE ROOF <br />1OA5?j <br />ADDED pp'(.W-C CEILWI FEK/NTB <br />1441 NORTH RONALD REAGAN BLVD. <br />LONGWOOD, FLORIDA 32750 <br />FLUOR. FLUORESCENT SWS SHEAR WALL <br />FP DEL FOOTING'°°°R TEMP. SECTION <br />EDGLASS <br />PG WA6-WALL ASSEMBLY DETAILS <br />Tel: (407) 774-6078 <br />Fax: (407) 774-4078 <br />GA. GAUGE THIC THICK <br />GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB <br />G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE <br />INTERRUPTER T.O.S. TO AB <br />OL. GLASS TYPTYPICAL <br />STRUCTURAL SHEET DESCRIPTION <br />PG Sl—FOUNDATION PLAN <br />PG Sl AA —DETAILS <br />PG 51.2—DOWEL PLAN <br />H B. BD GYPSUM BOARD U.N.O.U.N.OHOSE BIB THER NOTED <br />H.C. HOLLOW CORE V.P. VAPOR PROOF <br />HD <br />HOT.0 FIT HEIGHT W. WRY" <br />MSUL INSULATION WD. WOOD <br />TNT. INTERIOR WOW. WINDOW <br />WATER <br />DRAWING / CONTRACT DOCUMENT <br />REVIEW BY BUILDER <br />THE BUILDER ASSUMES ALL LIABnXN FOR <br />INTERPRETATION OF THE CONTRACT DOCUMENTS. <br />IHEARON <br />Wij <br />PG 51.2A-DETAILS <br />IF ANY ASPECT OF THE CONSTRUCTION (As <br />PG S2-LIFT BEAM PLAN AND NOTES <br />DESCRIBED IN TBIS DRAWING SET) ARE UNCLEAR AND <br />IN NEEDOR EXPI <br />ORDER TOO BUILD THIS PROJECTFURTHERGBASED ON THISANATION IN <br />PG S2.IA—DETAILS <br />PG S3 —FRAMING PLAN <br />DRAINING SET, THE CORRECT PROCEDURE IS FOR THE <br />BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR <br />PG S3.lA—DETAILS <br />INFORMATION) TO THE ARCHITECT OR ENGINEER FOR <br />PG S3.1B—DETAILS <br />CLARIFICATION. <br />PG SN1—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 />RESPONSIBILITY FOR INTERPRETATIONS OF <br />CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE <br />BEEN GENERATED FOR UNCLEAR ASPECTS OF THE <br />NSTRUCTION BASED ON THE DRAWING SET. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesWngroup.com <br />L AA X: 0003325 <br />1 <br />0 <br />F <br />IS <br />4 <br />g <br />0 <br />WI <br />BUDDIV as LO D <br />ABBOTT PARK <br />LOT #10 <br />BLK- #7 <br />pnozzimip 4 00-1 7 <br />MOD= <br />4EBB <br />"1828-CALL" <br />GAIRAGM 81M90: <br />LEFT <br />PAOIL- <br />COVER <br />SHEET <br />160 MPH EXP. C <br />Dw-M 12/05/19 <br />8CA1Li": 1/4"=1'-0" <br />ummm <br />C1 <br />
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