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6661 Cobble Bliss St
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6661 Cobble Bliss St
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Last modified
3/21/2025 2:22:43 PM
Creation date
2/19/2025 12:19:55 PM
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Building Plans
Street #
6661
Location
Cobble Bliss St
Contractor
DR Horton
Building Plans - Permit #
2431
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I <br />NICHE <br />MM GLASS - <br />RR W/ 24' <br />TEMP. GLB. <br />OR <br />42' KNEE-= <br />WALL <br />s <br />I5'_b• 15'-4' <br />4'-b' <br />V.W 1'-4 <br />1'-10, <br />4'-4- <br />6'-4' <br />10'-10 <br />25-SH <br />25-SH <br />36'X12* PfA <br />25-64 <br />--% <br />EGRESS <br />EGRESS <br />TEMP <br />- <br />0 <br />------------- <br />-- <br />-- <br />r-------GL% <br />I <br />PAN <br />j <br />I <br />I <br />T-4' CLG. <br />a <br />BEDROOM <br />I <br />BEDROOM I <br />L Y` '" <br />T-Aal <br />I <br />O W-0 I <br />Ib,_ <br />I <br />I <br />I <br />I <br />I <br />I <br />9080 SGD. <br />= <br />L----- <br />I <br />I <br />-------0 <br />18H v <br />I------ <br />-- -- <br />J <br />= <br />- <br />0 <br />.e S <br />r <br />---------- -----T-11 <br />Ib'-5' <br />I' <br />4'-9' 3'-6' <br />-1'-4' <br />' <br />0 <br />I <br />I 9'- - CL& <br />I <br />I c+ <br />3'-6' <br />W.a. <br />® <br />I <br />I <br />24'-1' <br />I <br />AT <br />I <br />j <br />GREAT ROOM <br />I <br />Uu <br />2 0 <br />v 4CLG0 <br />" O 3 <br />TRAY G.G. <br />I <br />I <br />TO W-O' <br />I 1 1 • y 'v <br />O <br />s eHB <br />I <br />I <br />I <br />I <br />9 <br />1 1 • � a <br />O <br />I <br />I <br />----isH <br />------� <br />j <br />II <br />9,KLT�iN <br />j <br />L-------- <br />'-4' <br />67-4' <br />14'-6' <br />V-0' 2'-4' Y <br />8'-6' <br />I <br />_6 <br />BEDROOM <br />j a <br />Hoom <br />PAN <br />9'-4' 01x <br />� <br />I <br />� <br />� <br />5SH <br />aF71z <br />m <br />`-- <br />a- <br />9 <br />3 -2' 6 -2 <br />4 -0' <br />m <br />q I. <br />54'X22' <br />f------I <br />MT I WH <br />2XI0 <br />n <br />`U6 <br />MOT OF: I <br />ATTIC <br />PRE- 0 <br />I I <br />HDR • L - - - - - J <br />ACCESS <br />PLUMB <br />TUB <br />BATH e <br />I <br />II 'Ain2 <br />8'.0' <br />4 3' <br />'L' <br />0 <br />FOYERG. <br />9'-4'G. <br />18H <br />------ <br />�3y' <br />.B <br />cp <br />0 X 6 <br />pp <br />N i0 <br />= <br />s <br />GARAGE <br />9.4' CLG. <br />' <br />3'-6' 3'-2' <br />4'-0' <br />R. <br />12A2' S.L <br />13'-4' S' S'-5' <br />6' <br />28'-4' <br />BEDROOM <br />m <br />3 = <br />9'-4' G.G. <br />ENTRY <br />12'-V cLG. <br />25- <br />16'-0' X 1'-0 OH. <br />8'-0' X 1'-0' OH. <br />EGRESS <br />EGRESS <br />3'-2' <br />3'-10, <br />6'-4' <br />8'-0' <br />a5'-m• <br />FLOOR PLAN <br />SCALE: 1/4' . 1'-0' <br />FLOOR PLAN NOTES <br />- ALL OR"IENSIORS ARE FRONT FACE OF 1 %' BLOCK WALL <br />TOR EDGE OF FLOOR GLAD) TO FACE OF WALL STUD UND. <br />• ALL INTERIOR WALLS ARE 5)p UND. <br />DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. <br />• AIR COMPRESSOR GET ON 44"A"' POURED CONC. PAD. <br />PAD BEGINS W FROM EDGE OF STRUCTURE. <br />- SEE SHEET CN FOR GENERAL AND STANDARD BUILDING <br />NOTES. <br />• ALL NASITASLE RDOMS TO NAVE AIRS FAULT CIRCUIT <br />INTERRUPTER. <br />- ALL RILL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS <br />WITHOUT OPENWGS ARE "AR WALLS. <br />SQ.FT. <br />CALC. S <br />LIVING <br />2312 SO. FT. <br />GARAGE (ELEV. D) <br />538 SQ. FT. <br />ENTRY <br />50 SQ FT. <br />COVERED LANAI <br />201 SQ. FT. <br />TOTAL <br />3161 80. FT. <br />NOTE. <br />-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />EXTERIOR MASONRY <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. <br />WALL BI®s. HEIGHTS <br />- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. <br />-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL <br />BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 <br />MM) IN THICIQNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT <br />W-4' BRG. <br />LESS THAN 1 3/8' 05 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. <br />RADIUS CORNERS, SEE <br />PLAN <br />BRACKET 4 <br />BLOCKING <br />ELECTRICAL BOX <br />AT ENDS OR PARTITION <br />WALL <br />VX6'X35-1/4' <br />LOW WALL <br />2'X6' STUDS <br />. 16, O.C. <br />W/ V2' <br />DRYWALL <br />SHIM AND SEC1112E <br />COUNTER TOP <br />°S <br />MATERIAL TO <br />CABINETS. <br />INSTALLER SHALL <br />INSTALL FLAT <br />MBAR REINFORCING <br />KITu+EN <br />Q 4 BRACKETS AS <br />BI'S <br />aNECESSARY. <br />CABINET <br />m <br />s <br />BAR DETAIL <br />A SCALE: NTS <br />COAPgBlf MO CLA00110 MID LOiA08 <br />BA9L YAO O�OBI2E FOR 8 r8CO1D OIBfB <br />OPEWL>0 <br />Sam <br />MOTE <br />=WHVWNA <br />R31ART8 <br />AIOTM4 <br />FOOTAGE <br />MIN. WINDOW <br />3 <br />5 <br />243/-329 <br />CRITERIA <br />EXTERIOR SWING <br />213 <br />5 <br />23.1/-30.1 <br />DR MIN, CRITERIA <br />S.G.D. MIN. <br />12 <br />5 <br />211/-263 <br />CRITERIA <br />*010 OHD. <br />112 <br />5 <br />20.5/-24.9 <br />8010 O.H.D. <br />56 <br />5 <br />21.6/-21.1 <br />BASIC WIND SPEED MPH = 160 (Volt) <br />INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. <br />CAT. -II, EXP.=B, MEAN ROOF HT. = 14'-8" <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. O11T5 <br />U.C. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdasigngroup.mm <br />AA #: 0003325 J <br />L <br />AFTING BY: <br />ESIGN GROUP <br />FTING INC. <br />MONT CENTER BLVD. <br />UITE 1004 <br />FLORIDA33634 <br />13886-2626 <br />8134386-2802 <br />DATffi 06/09/21 <br />8CA]LX: 1/4"=l'—O" <br />8H2'61CT <br />Al <br />
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