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6698 Cobble Bliss St
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6698 Cobble Bliss St
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Last modified
3/24/2025 11:52:54 AM
Creation date
2/19/2025 12:26:42 PM
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Building Plans
Street #
6698
Location
Cobble Bliss St
Contractor
DR Horton
Building Plans - Permit #
2650
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-w <br />MASONRY/FRAME <br />WALL LEGEND <br />S'-4' BLOCK WALL <br />UNA ON PLANS <br />BRG. I-GT. VARIES <br />8' BLOCK WALL <br />UNA ON PLANS <br />IV-4' BRG. <br />INTERIOR LOAD <br />BRG. WALL UN.O. <br />ON PLANS <br />4' INTERIOR <br />O <br />LOAD BRG. WALL <br />UNA. ON PLANS <br />SQ.FT. <br />CALC.'S <br />IST FLOOR LIVING <br />IA IS <br />60. FT. <br />2ND FLOOR LIVING <br />1,660 <br />SQ. FT. <br />TOTAL LIVING <br />3218 <br />SQ. FT. <br />GARAGE <br />l00 <br />So. FT. <br />ENTRY (ELEV H) <br />112 <br />50. FT. <br />COVERED LANAI <br />140 <br />SQ. FT. <br />TOTAL <br />4,230 <br />SR FT. <br />RADIUS CORNERS, SEE <br />PLAN <br />BRACKET <br />BLOCKING <br />ELECTRICAL BOX <br />AT ENDS OF PARTITION <br />WALL <br />2'X6'X35-1/4' <br />LOW WALL <br />2'X6' STUDS <br />• 16, O.C. <br />W/ 1/2, <br />DRYWALL <br />SHIM AND SECURE <br />COUNTER TOP <br />ES MATERIAL TO <br />CABINETS. <br />INSTALLER SHALL <br />INSTALL FLAT <br />KITCHEN m� MBAR REINFORCING <br />BABE Q 4 BRACKETS AS <br />CABINET - 3NECESSARY. <br />I <br />�STYPTCABINET SECTION <br />COA aeff AND CI <br />A M <br />IID LOADS <br />BABCIMDE FOEMFOR8GEMOQU618 <br />OPB#108 <br />amen <br />BONE <br />1601lNIIIDlWO <br />FEIMM <br />ANDTIPE <br />FOOTAGE <br />MIN. WINDOW <br />10 <br />5 <br />325/-435 <br />CRITERIA <br />EXTERIOR SWING <br />253 <br />5 <br />305/-39.6 <br />OR MIN. CRITERIA <br />SGD. MIN. <br />5 <br />21.1/-33.5 <br />CRITERIA <br />16010 O.H.O. <br />112 <br />S <br />21A/-333 <br />8010 O.H.D. <br />56 <br />5 <br />289/-36.2 <br />BASIC WIND SPEED MPH = 150 (Vult) <br />INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. <br />CAT.=II, EXP.=C, MEAN ROOF HT. = 24'-0 <br />PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. <br />(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE <br />OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT <br />MANUFACTURER. CONMOLDA16COO <br />NOTE: <br />-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. <br />-VERIFY CONDENSER PAD LOCATION WITH S1TE PLAN <br />-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE <br />EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) <br />IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT <br />LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. <br />-THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS <br />ATTIC AREA BY NOT LESS THAN V'2'(12.1mm) GYPSUM BOARD APPLIED <br />TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS <br />SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS <br />THAN %'(15.Smm) TYPE X GYPSUM BOARD OR EQUIVALENT. <br />-UNDER STAIR PROTECTION: <br />ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, <br />UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE <br />ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. <br />FBCR 2020 (1TH ED.) 302.1 <br />34-SH <br />v <br />------------0 <br />- <br />. <br />I <br />HB <br />COVERED <br />CASUAL <br />0 <br />c0 <br />I 9'-4' CLG. <br />.f <br />0 <br />DININ �' <br />v <br />- <br />9'-4' CLG <br />r„" =,�I/ <br />,,,"FOND/ <br />\I /NI <br />I <br />3'-2' FONDn _[I <br />12'-2" <br />II'-B' 2'-4' <br />25-814 <br />EGRESS <br />120M SGO <br />- <br />_ <br />- <br />-=m � A' ri <br />LINTEL • I <br />T-4' AFF. I <br />* <br />BDRM 2 <br />rA <br />M <br />AI ,`-- <br />CLG.0 <br />T311 <br />0> <br />KTfCfffiV <br />s <br />BATH2 6' 6'-8' 6' 4'-8' 6' 2'•4' 1'-i0' 3'-2' <br />WZC• <br />I 0 I I FLAT STAIR DATA: I <br />� <br />L - - - M I� HDR • ITR • 1 &' <br />42' HIGH FLAT <br />X law 11 8,_0, I/2 WALL 15T • 10' W/ HDR �� - REF.i - <br />9 <br />UP W/ GAP I' NOSING g_0• i , �@ <br />ISH i0 <br />m <br />---- ---a <br />FLAT HDR-r <br />0 <br />51T, <br />POWDER l i ppy <br />W-4'CL6;. LANDING I m T-4' CLG. <br />ry <br />s <br />j <br />9 <br />,�, `9 2X4 LBW <br />II WGWG II -- �`• 2x6 LBW <br />s <br />M.T. • FLAT <br />HDR • <br />8'-0' <br />6'-2' 8'-9 4'•5' 10'-4' 6'-0' 13'-4' <br />I N <br />F�� �� <br />- <br />-_ <br />_ <br />ROOM <br />9'-4' CLG. <br />9'-4' CLG. <br />I ATTIC I <br />I I a 0 <br />L—ArwQg$&- J <br />�. <br />6'-0' X 6'-8' <br />" <br />I LITE DOORS <br />STONE <br />GARAGE <br />� � <br />^ <br />5'-4' CLG. <br />ICI <br />(2) 26-SH <br />� JI <br />I I `SOT. OF <br />LINTEL • <br />I <br />0 <br />' <br />T-4' AFF. <br />9�G I <br />0 <br />•0 <br />0 <br />0 <br />OF COL. 0 <br />v"-Top <br />• 8'-8' AFF. <br />M <br />8'-0' X 1'-0' O.N. <br />HB <br />j <br />v <br />0 <br />v <br />STONE <br />VENEER <br />FIRST FLOOR PLAN <br />SCALE: 1/4' • 1'-0' <br />1 R C N I T! C T t <br />6 <br />GroupOL� <br />41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdeslgngroupxom <br />AA #: 0003325 <br />Ill DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813886-2802 <br />annum� <br />SUBI)m & L.OT <br />SILVERADO <br />LOT #14 <br />BLK #10 <br />PROJECT#4 <br />03719.001-14101 <br />1[ODEL• <br />3278-JORDYN II <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />PLAN <br />150 MPH E . C <br />
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