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6660 Cobble Bliss St
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6660 Cobble Bliss St
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Last modified
3/21/2025 2:17:05 PM
Creation date
2/19/2025 12:29:12 PM
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Building Plans
Street #
6660
Location
Cobble Bliss St
Contractor
DR Horton
Building Plans - Permit #
2819
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V <br />MASONRY/FRAME <br />WALL LEGEND <br />111111111111 <br />W-4' BLOCK WALL <br />UND ON PLANS <br />BRG. HOT. VARIES <br />8' BLOCK WALL <br />UND ON PLANS <br />19'-4' BRG. <br />INTERIOR LOAD <br />BRG. WALL U.N.O. <br />ON PLANS <br />4' INTERIOR NON <br />LOAD BRG. WALL <br />UND. ON PLANS <br />SQ.FT. <br />CALC.'S <br />IST FLOOR LIVING <br />108 <br />SQ. FT. <br />2ND FLOOR LIVING <br />1,660 <br />SQ. FT. <br />TOTAL LIVING <br />3,218 <br />SQ. FT. <br />GARAGE <br />100 <br />$0. FT. <br />ENTRY (ELEV G) <br />38 <br />SQ. FT. <br />COVERED LANAI <br />140 <br />SQ. FT. <br />TOTAL <br />4,156 <br />86L FT. <br />SHIM AND SECURE <br />RADIUS CORNERS, SEE <br />COUNTER TOP <br />VARIES MATERIAL TO <br />PLAN <br />CABINETS. <br />BRACKET 4 <br />INSTALLER SHALL <br />BLOCKING <br />INSTALL FLAT <br />ELECTRICAL BOX <br />MBAR REINFORCING <br />AT ENDS OF PARTITION <br />KITCHEN <br />ARIE BAD Q4 BRACKETS AS <br />WALL <br />— 3 NECESSARY. <br />2'X6'X35-1/4- <br />CABMET <br />m <br />LOW WALL <br />= <br />2'X6' STUDS <br />• 16' O.C. <br />DRYWALL <br />TYP. CABINET SECTION <br />A SCALE: II <br />Cgf'pBR ND CLADDM <br />WID LIMM <br />BA9CWIDEifPOBUf FOR98E001D0U618 <br />agm <br />BMW <br />ZW <br />WO APH OD MU <br />fBANKB <br />AN) TYPE <br />FOGMGE <br />MIN. WINDOW <br />10 <br />5 <br />329/-43.5 <br />CRITERIA <br />EXTERIOR SWING <br />253 <br />5 <br />305/-39b <br />DR MIN. CRITERIA <br />SGD. MIN <br />56 <br />5 <br />21.1/-33.9 <br />CRITERIA <br />16010 O.W.D. <br />112 <br />5 <br />21.4/-333 <br />8010 O.H.D. <br />56 <br />5 <br />28,6/-363 <br />BASIC WIND SPEED MPH = 160 (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. 0011 LDAT80110 <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 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 V2'(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 +►'115.9mm) 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 />- <br />------------- <br />v <br />0 <br />- <br />HB <br />"' <br />I <br />I <br />CASUAL <br />COVERED I <br />NING 0LANAII <br />a <br />9'-4' CLG. 0 <br />v <br />9'-4' CLG. 1 <br />0 <br />r=�N r=�; <br />1 <br />I/ I I I <br />DYI ONDI <br />12'-2' <br />FON3'-2'-4 <br />- <br />120M SGD <br />EGRESS <br />_ _ <br />BOT.OF <br />LINTEL • <br />I W-4' AFF. <br />0 <br />i � <br />eO <br />.r <br />+ <br />BDRM 2 <br />v <br />_ <br />T-N CL& <br />_ <br />I <br />-- I <br />ROOM o <br />I <br />47 <br />O01 <br />I I <br />®II <br />r <br />J <br />3'-10 <br />I <br />I <br />. II <br />KPPCIB�1 1 1 <br />-' 1 A <br />e <br />� � 6 1 Q <br />1'-10, <br />2'-4- <br />6' 4'-8' 6' 6'-8' 4'_b 3'-11, <br />I BATH2 <br />w.I c <br />m <br />I <br />BTAIR DATA: <br />OAT. ITR • <br />FLAT I <br />HDR • �1 <br />I 0 9 <br />- - - J- <br />FLAT 1 I} 42' HIGH <br />1 HDR • 15T . 10' W/ 1/2 WALL <br />NOSING <br />S'-w I <br />I 18H x <br />9 <br />W/ CAP <br />U <br />r,0 15H <br />FLAT HDR II-- T <br />---- <br />0 <br />I I <br />PANTRYm I JI I I <br />POWDER <br />m <br />9'-4'CLG. 0 ti0 I I I <br />LANDING <br />9'-4'O.A <br />4i <br />A2 <br />0 <br />----- 2X4 LBW <br />2x6 LBW <br />__ <br />0 <br />FLAT c <br />m <br />HDR • <br />13'-4' 6'-0' 10'-4' <br />4'-5'-9' <br />6'-2' <br />flu 0 <br />-0' 3'-0. <br />11'-4' <br />- <br />- <br />ROOM o <br />FOYER <br />1 <br />9'-4' CLG. <br />9'-4' CLG. <br />o I I <br />- _ <br />1 <br />p I I <br />ATTIC <br />ATTIC' <br />I 1 <br />I 1 <br />L _AQ=5 <br />6-0'X6-8' - <br />�• 1Q1 <br />STONE <br />I LITE DOORS <br />VENEER <br />��� <br />GARAGE <br />9'•4' CLG. <br />(2) 26-SH <br />1 <br />I I <br />p <br />�I 1 <br />v <br />I 1 <br />9'-4' CLG. <br />I <br />9'-4' AFF. <br />9 <br />9 0 <br />TOP OF COL. <br />• 8'-8' AFF. <br />8'-m' X 1'-0, ON. <br />v <br />v <br />I6'-0' X 1'-O' O.H. <br />STONE <br />VENEER <br />FIRST FLOOR PLAN <br />SCALE: 1/4' • 1'-0' <br />ANCNITICT8 <br />Groupl�. <br />141 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />ww W.abdeslgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD, <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-686-2628 <br />FAX: 813-886-2802 <br />ononm� <br />IP <br />UBDIV. a Lr07SILVERADO <br />LOT #17 <br />BLK 10 <br />ROJECT#1 <br />03719.001-17101 <br />MODEL <br />3278-JORDYN II <br />GARAGE SITING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />PLAN <br />150 MPH A C <br />DAwAAAAnl 07/12/21 <br />SCALE: AS NOTED <br />SHEET <br />Al <br />
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