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6688 Cobble Bliss St
Zephyrhills
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6688 Cobble Bliss St
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Last modified
3/24/2025 7:48:40 PM
Creation date
2/19/2025 12:19:09 PM
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Building Plans
Street #
6688
Location
Cobble Bliss St
Contractor
DR Horton
Building Plans - Permit #
2711
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48'-0' <br />4'-4' <br />4'-6' <br />10'-10' <br />6'-4- <br />I�DII <br />25-SH <br />6'X12' F.G. <br />25-814 <br />25-SH <br />T <br />—--- <br />-- <br />— — — — — — — — — — — — <br />_ <br />A <br />BEDROOM <br />� <br />PAN <br />cp <br />COVERED <br />9'-44''CLGI <br />r----�. <br />I <br />-----� <br />I <br />9._4 <br />: BEDROOM_ <br />1 <br />y� <br />m <br />2-_0,-4 <br />9''CLG. <br />® <br />TRAY CLG. <br />m <br />I To -C <br />I <br />.9 <br />9'-2' 3'-1' <br />V-81 1'-101/V <br />41-0" <br />-4 <br />9080 SG.D. <br />I <br />' <br />I <br />I <br />ISN <br />r------`v <br />----------� <br />3'-6' <br />1. <br />i <br />CAFE <br />s <br />9'-4' CLG. I <br />I <br />9 <br />I <br />I <br />I <br />GREAT ROOM <br />I <br />I <br />eta <br />iR4YCLG- <br />Q <br />4'WTO10'-0'J10I <br />t <br />KITCHENIT-4'CLG <br />All,j <br />------ <br />------� <br />ISH <br />\\\ 6'-4' <br />2''-4• <br />11,_0• <br />.I u <br />v <br />DINING <br />9j <br />s <br />BEDROOM <br />-6 <br />ROOM <br />PAN. <br />9 <br />I 0 <br />T-4'2' CLG. <br />bPr.b• `� <br />58H <br />I <br />m <br />I <br />ii I D. 'fx - <br />� T� 0 <br />0 <br />WJ <br />6'-2- V-2' <br />T <br />v <br />WH 2 _0, <br />2X10 <br />54'X22' <br />f -----1 <br />o F'RE- <br />ATTIC <br />I <br />BOY. <br />T <br />PLUMB <br />ACCESS <br />L — — — — — J <br />HDR •�q <br />II <br />L.T. <br />iA <br />I <br />0 BATH <br />TUB <br />T-4' QA <br />FOYER <br />? 0 <br />ISH <br />T-4'CLG.O------ <br />5. <br />ep <br />x <br />0 <br />GARAGE 0 <br />9'-4' CLG. <br />-- <br />4'-0' <br />28'-4' <br />5'-5' <br />S' 13'-4' <br />v <br />^ <br />BEDROOM <br />ENTRY <br />9'-4' CLG <br />O'-8' QA <br />iA <br />1'- <br />16'- X 1'-0' O.N. <br />g_p' 4 <br />'-4' 16'-0' I'-4' <br />5'-0' <br />EGRE88 <br />6'-4' <br />EGRESS <br />3'-10' <br />28'-4' <br />6'-4' <br />13'-4' <br />FLOOR PLAN <br />SCALE: 1/4' a I'-V' <br />NICHE <br />TEMP. GLASS <br />TO FLR IW 24' j <br />TEMP. GL&. s <br />DR <br />42' KNEEWALL <br />FLOOR PLAN NOTES <br />- ALL DIMENSIONS ARE PROI"I FACE OF T %' CLOOK WALL <br />(OR EDGE OF FLOOR 6LA6) TO PACE OF WALL STUD UNO. <br />- ALL INTERIOR WALLS ARE 3 N UNO. <br />- DRYER VENTED THROUGW ROOF (VTR). NOT SCREENED. <br />- AIR COMPRESSOR SET ON 44X44' POURED CON- PAD. <br />PAD BEGMS 6' FROM EDGE OF STRICTURE. <br />- SEE "ET ON FOR GENERAL AND STANDARD BUILDING <br />NOTES. <br />- ALL 14ACMTAI LE RDOI'16 TO HAVE ARC FAULT CIRCUIT <br />INTERRUPTER <br />- ALL FULL NEONT BLOCK WALL& DETUEIEN FILLED CELL6 <br />WITHOUT OPENINGS ARE SHEAR UTALLB. <br />SQ.FT. <br />CALCe'S <br />LIVING <br />2312 SO. FT. <br />GARAGE (ELEV. B) <br />531 60. FT. <br />ENTRY <br />50 50. FT. <br />COVERED LANAI <br />201 SQ. FT. <br />TOTAL <br />3160 60. FT. <br />NOTE: <br />-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY <br />.9 <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL ERG. HEIGHTS <br />- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. <br />r- m <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 -CORE STEEL DOORS NOT 9'-4' BRG. <br />LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. <br />s <br />� <br />e <br />_ <br />,gyp <br />SHIM AND SECURE <br />VARtSMATERIALCCOUNTERTO <br />RADIUS CORNERS, SEE TO <br />CABINETS. <br />BRACKET 4 INSTALLER SHALL <br />BLOCKNG INSTALL FLAT <br />ELECTRICAL BOX jBAR REINFORCINGAT <br />ENDS OF PARTITION ARIE Q4 BRACKETS AS <br />WALL 3NECESSART. <br />2'X6'X35-1/4' <br />LOW WALL = <br />m <br />2'X6' STUDS <br />• 16, O.C. <br />W/ 1/2' <br />DRYWALL <br />A �RBARDETAIL <br />s <br />CON'g6iF AND CLADpp tlf0 LOM <br />13=MD IE OBIS FOR 383DOID GIRAB <br />OP� <br />SCUMS <br />ZONE <br />19 WHODM <br />RBAAIKB <br />AN)TO'E <br />FOOTAGE <br />MIN. WINDOW <br />3 <br />5 <br />243/-325 <br />CRITERIA <br />EXTERIOR SWING <br />213 <br />5 <br />23.1/-30.1 <br />DR MIN. CRITERIA <br />SGD. MIN. <br />12 <br />5 <br />21.2/-263 <br />CRITERIA <br />16010 O.HD. <br />112 <br />5 <br />209/-24.S <br />8010 0.14D. <br />56 <br />5 <br />21.6/-21.1 <br />BASIC WIND SPEED MPH = 150 (Vult) <br />INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. <br />CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-6" <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. C0WfMDAlB <br />A R C N I T E C T E <br />rou Gsoi n <br />1,441 N. RONALD REAGAN RI VD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />w .abdealgngroup.eom <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: 813b66-2628 <br />FAX: 813-886-2802 <br />11111111111 <br />amium� <br />0 <br />D � 07/09/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />Al <br />
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