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6560 Cobble Bliss St
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6560 Cobble Bliss St
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Last modified
3/21/2025 4:55:41 AM
Creation date
2/19/2025 12:02:26 PM
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Building Plans
Street #
6560
Location
Cobble Bliss St
Contractor
DR Horton
Building Plans - Permit #
2845
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12'-4' 2'-4- 5'-4- 1m' -0' 13'-0' <br />3'-4- <br />30'-9' <br />32'-9' <br />HISEGRESS <br />in <br />- <br />---- ----0 <br />- <br />5-SH <br />I v <br />TUB/ <br />I <br />in <br />O <br />I m <br />I <br />v <br />m <br />PAN. <br />I <br />I 16 <br />RANGE <br />ry,10 <br />I� <br />I � <br />I- BATH <br />(� <br />� ''Y=J <br />Y 12 <br />e <br />- <br />KRUiEN <br />B EDR �M 4 M <br />3- <br />.4' <br />� <br />9'-4' CLG. <br />2'-4' <br />BEDROOM 3 <br />I <br />v <br />�+ <br />CAPE <br />+ <br />v <br />I <br />I <br />9'-4' CLG. <br />W <br />V-4' CLG. <br />I x I <br />(0 <br />N <br />�})`j <br />- - - - - - - - - - <br />0 <br />? <br />rrFLAT <br />Ho <br />8 <br />¢ <br />I <br />^ <br />AFF. <br />A <br />Al <br />FLAT HDR <br />`b <br />I I <br />0' <br />I _m, <br />5'-9' <br />8'-9' <br />4'-6' <br />-0' <br />8'-6' <br />I I <br />AFF <br />5'-2- '-4 3' <br />6' <br />2'_4. <br />I <br />6'-8' <br />6'-4- <br />3'-4- 6'-8' - <br />r <br />v <br />o <br />l ® <br />I <br />I <br />J <br />I <br />I <br />I I <br />rRY <br />[A. 0' 4-_8. <br />14-22'' CCLG. <br />I <br />?@ <br />TO <br />0 <br />1 <br />COVERED I� 9 <br />rGMTM <br />a <br />® <br />0 I LANAI <br />M <br />y.CLG. <br />FOYER <br />I <br />0 <br />a <br />LAUNDRY <br />v <br />I <br />I <br />BARREL CLG. <br />°, <br />ii I Gi <br />9-4, CLG <br />0 <br />i <br />I <br />I <br />FROM 8'-4' TO 8'-W <br />3'-e' <br />W-0- 4'-8' 4'-8' <br />=L==J <br />-ISH _ - <br />-j <br />STOR <br />w.LC. " :e <br />I w.LC.III <br />b rL <br />13N <br />I I <br />s -------------1 <br />J <br />m <br />9 <br />®-� <br />0 <br />�uW <br />r--4m <br />ro <br />- <br />- <br />'- - - - - <br />BARREL CLG. <br />Q I 3-CAR GARAGE <br />I <br />18H <br />FROM 8'-4' <br />f 1 9'-4' CLG. 0 <br />O'X36' <br />T08'-8'-� <br />1/2' <br />-2 6 <br />�, <br />- <br />tw- <br />BATH <br />4-_ <br />e <br />- <br />BEDROOM 2 <br />PRE <br />o I <br />BEDROOM <br />CL6 <br />m <br />B M <br />aX� <br />CL& <br />W.I.C. <br />TRAY CLG. <br />70 10'-0' 9'•4' CLG. <br />BATH Z <br />J <br />2' STEEL PIPE <br />0 <br />J <br />I <br />9'-4'CLG. <br />BOLLARD <br />D <br />LJ <br />35-SH <br />34- SH <br />IH4-SH <br />25-SH <br />EGRESS <br />42' H. KNEE <br />TEMP. <br />TEMP. <br />EGRESS <br />HB <br />WALL W/ <br />TEMP. <br />GLASS W/ <br />24' TEMP. <br />GLS. DR <br />I' <br />1'-4' <br />T'-4' <br />5'-4• <br />5'-4- <br />5'-4' <br />12'-4' <br />20'-4' <br />FLOOR PLAN <br />SCALE: 1/4 • I'-0' <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 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 THICKNESS, SOLID OR HONEYCOMB -CARE STEEL DOORS NOT <br />LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. <br />II FLOOR PLAN NOTES II <br />- ALL DIFEN61ON6 ARE FROM FACE OF n %* BLOCK WALL <br />(OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UND. <br />- ALL INTERIOR WALLS ARE 3 V UNO. <br />• DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. <br />- AIR COMPRESSOR SET ON 44'x'44' POURED CONC, PAD. <br />PAD BEGINS 6' FROM EDGE OF 6TRUCTURE. <br />- SEE SHEET GN FOR GENERAL AND STANDARD BUILDING <br />NOTES. <br />. ALL WADITA15LE ROOMS TO NAVE AMC FAULT CIRCUIT <br />INTERIM PRR <br />. ALL FULL HEIGHT BLOCK WALL6 BETWEEN FILLED CELLS <br />WITHOUT OPENINGS ARE SHEAR WALLS. <br />RADIUS CORNERS, SEE <br />PLAN <br />BRACKET 4 <br />BLOCKING <br />ELECTRICAL BOX <br />AT ENDS OF PARTITION <br />WALL <br />2'X6'X35-I/4' <br />LOW WALL <br />2'X6' STUDS <br />• 16, O.C. <br />W/ 1/2' <br />DRYWALL <br />SQ.FT. <br />CAM <br />IS <br />LIVING <br />2,531 <br />SQ. FT. <br />GARAGE <br />611 <br />$a FT. <br />COVERED LANAI <br />200 <br />SSO.. FT. <br />TOTAL <br />3,405 <br />$Q FT. <br />EXTERIOR MASONRY <br />WALL BRG. HEIGHTS <br />9'® <br />TILE NICHE <br />TILE NICHE SHALL BE <br />PREFABRICATED WxW SQUARE <br />LATICRETE BY HYDRO BAN, <br />R.O. SHALL BE 145' x 14.5'. <br />BOTTOM SHALL BE INSTALLED <br />AT 54' AFF. U.N.O. <br />LOAN <br />11IRM ND�BTM/EF00113 <br />dD6 <br />CI91100 <br />III <br />R E <br />tAOUHODMb <br />mumI)DTI4E <br />FOXAM <br />MIN WINDOW <br />5 <br />5 <br />243/-325 <br />CRITERIA <br />EXTERIOR SWING <br />24 <br />5 <br />22.S/-2W <br />DR MIN CRITERIA <br />SGD. MIN <br />96 <br />5 <br />20.9/-25.4 <br />CRITERIA <br />SWO O.H.D. <br />56 <br />5 <br />21A/-21.1 <br />16010 OAD. <br />112 <br />5 <br />205/44.9 <br />BASIC RIND SPEED MPH = 150 (Vult) <br />INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. <br />CAT.=H, EXP.=B, MEAN ROOF HT. = 14'-0" <br />PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. <br />(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE <br />OR NOMINAL RIND LOAD VALUES FROM THE PRODUCT <br />MANUFACTURER. <br />SHIM AND SECURE <br />COUNTER TOP <br />MATERIAL TO <br />CABINETS.BI <br />INSTALLER SHAL131 <br />tlNET <br />INSTALL FLAT <br />BAR REINFORCING <br />4EN <br />�4 <br />BRACKETS AS <br />- <br />3 NECESSARY. <br />m= <br />I <br />TYP. CABINET SECTION <br />A SCALE: NTS <br />A E C N I T E C T E <br />6 <br />GrMDesign <br />..! <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA p: 0003326 <br />m <br />0 <br />F <br />a <br />SU13DIV. Sc TAT: <br />SILVERADO <br />LOT# 26 <br />BLK. 10 <br />PROJECT <br />03719.001-26101 <br />1tODEL <br />"2558-HAWTHORNE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FLOOR <br />PLAN <br />150 PH E B <br />
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