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6674 Cobble Bliss St
Zephyrhills
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6674 Cobble Bliss St
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Last modified
3/24/2025 4:22:19 PM
Creation date
2/19/2025 12:26:57 PM
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Building Plans
Street #
6674
Location
Cobble Bliss St
Contractor
DR Horton
Building Plans - Permit #
2712
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I'-4%- <br />4'-4' <br />36'XI2'PG <br />25-84 <br />25-SH <br />25-8H <br />PGRE <br />M <br />- <br />0 <br />- - - - - - - - - - - - - <br />-- <br />-- <br />r — — — — — <br />I <br />I <br />2_0.1 S <br />I <br />BEDROOM I <br />W.4.CL6 12,_0. <br />COVERED <br />LANAI <br />9'-4' CLCx <br />M <br />:o <br />T <br />3 <br />? <br />9 <br />BEDROOM <br />V-4' QA <br />in <br />- <br />1 <br />TO W-0' I <br />I <br />I <br />L-------•J= <br />I <br />I <br />e080 SGD. <br />1 <br />- <br />T <br />0 <br />_ <br />It <br />v <br />0 <br />I <br />NICHE <br />GLASS <br />O F M tU? 224' <br />TEMP. GLB. <br />I <br />I 9'•4' CLCL <br />opt <br />42' POME- <br />WALL <br />S <br />Ab <br />I <br />I <br />I m <br />I <br />I <br />H <br />24'-1' <br />10'-11 <br />AT <br />I <br />I <br />GREAT <br />.v <br />I <br />I <br />in <br />' <br />1 a <br />iv <br />Y '•4rCLGv <br />1 <br />6 3 <br />I <br />ROOM <br />V-4'�• <br />TRAY CL5. <br />TO m' 0' <br />m <br />I 111, <br />I I I� X <br />I <br />i0 <br />I <br />i <br />0 <br />I II • 6 <br />I I • N <br />10 <br />0 <br />v <br />r <br />s a45LVE <br />I <br />v <br />j 2 <br />1 W.I.C. <br />---- <br />ISH <br />------J <br />I <br />1 <br />I <br />L------- <br />I A <br />I I <br />I <br />9 <br />KITCHEN I <br />9'•4'CLG I <br />ii j i19 <br />9 <br />6'-4' <br />3'-0' 2'-4' `T <br />8'-6' <br />O <br />BEDROOM <br />2 <br />%'-4' CLG O <br />3'-2' b'-2' <br />I e <br />I <br />I <br />4'-0' <br />INNING <br />6 v y I <br />I <br />Y iii <br />A i A. ifli <br />z <br />9 :ems, "• i i <br />`7 <br />e Q <br />m <br />PAN, <br />58H <br />ROOM <br />9.4' CLG. <br />v <br />a <br />® <br />'� <br />F-----1 <br />54'X22' <br />y _0' MT I I <br />JJ WH <br />2XI0 <br />TUB <br />9'-4' <br />BATH e <br />2 in <br />CLG. <br />I <br />II M <br />BOT OF <br />HDR• <br />8,_m. <br />I <br />L-----J <br />14, 6' <br />ATTIC <br />ACCESS <br />51•0' <br />PRE- o <br />PLUMB 4-3' <br />I'-8' 1'-2' <br />� <br />n <br />�( <br />------ <br />'L' <br />\95' 9 <br />FOYER <br />9'-4'CLG <br />e <br />- <br />1'-8' <br />-2' <br />ap <br />= <br />0' <br />4'-0' <br />9 <br />GARAGE <br />9.4' CLG <br />0 <br />R.HB <br />S.L. <br />28'-4' <br />BEDROOM <br />ro <br />2 - <br />9.4' CLG <br />s <br />ENTRY <br />121-V CLG <br />25-514 <br />25-514 <br />16'-0' X 1'-0 OH. <br />8'-0' X T'-0' O.H. <br />EGRESS <br />3'-Y <br />3'-10' <br />EGRESS <br />b'-4' <br />I'-4' 16'-0' <br />-8' <br />8'-0' 1'-4' <br />W-4' <br />28'-4' <br />b'-4' <br />48'-0' <br />FLOOR PLAN <br />SCALE: 1/4' • P-0' <br />FLOOR PLAN NOTES <br />- ALL DR"ENSIONS ARE FROM FACE OF T V BLOCK UJALL <br />(OR EDGE OF FLOOR GLAD) TO FACE OF WALL STUD UND. <br />- ALL NTERIOR WALLS ARE 3 V UNO. <br />DRYER VENTED THROUGH ROM (VTR). NOT SCREENED. <br />- AIR COMPRESSOR SET ON 44'X44' POURED CONG PAD. <br />PAD BEGINS •' FROI'1 EDGE OF STRUCTURE. <br />- SEE SHEET CAI FOR GENERAL AND STANDARD BUILDING <br />NOTES. <br />- ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT <br />I TERRUPI'ER <br />- ALL FULL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS <br />WITHOUT OPENINGS ARE %FEAR WALLS. <br />SQ.FT. <br />CAM'S <br />LIVING <br />2,312 80. FT. <br />GARAGE (ELEVATION D) 538 50. FT. <br />ENTRY <br />50 50. FT. <br />COVERED LANAI <br />201 80. FT. <br />TOTAL <br />3,161 SQ. 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 BIeG. 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 THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT <br />9'-4' BRG. <br />LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. <br />RADIUS CORNERS, SEE <br />PLAN <br />BRACKET 4 <br />BLOCKING <br />ELECTRICAL BOX <br />AT ENDS OF PARTITION <br />WALL <br />2'Xb'X35-1/4' <br />LOW WALL <br />2'Xb' STUDS <br />• 16, O.C. <br />W/ 1/2' <br />DRYWALL <br />SHIM AND SECURE <br />COUNTER TOP <br />ES <br />MATERIAL TO <br />CABINETS. <br />INSTALLER SHALL <br />INSTALL FLAT <br />KITCHEN <br />JBAR REINFORCING <br />Q4 4 BRACKETS AS <br />ABE <br />BASE <br />B <br />C <br />NECESSARY. <br />m� <br />x <br />BAR DETAIL <br />A SCALE: NTS <br />COI!'018R AN) CLADDND YIID LOADS <br />B19C TAD F)ffOBIAE FDR 88ECO10 alEl8 <br />O 9mm <br />SOm <br />ME <br />0WHINDW <br />MWU <br />ANDTIIPE <br />FOOTAGE <br />MIN. WINDOW <br />3 <br />5 <br />243/-32.5 <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 />212/-263 <br />CRITERIA <br />16010 O.W.D. <br />112 <br />5 <br />203/-24.S <br />8010 O.W.D. <br />56 <br />5 <br />21b/-21.1 <br />BASIC WIND SPEED MPH = 150 (Vult) <br />INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. <br />CAT.=11, 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. COMM DA76 011110 <br />A R C H I T! C T! <br />Grou0L� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.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: 81"86-2628 <br />FAX: 813-986-2802 <br />.04 <br />9UODIV. A. M-7 <br />SILVERADO <br />LOT #15 <br />BLK. #10 <br />PROJECT <br />03719.00( -15102 <br />MODELS <br />236 — <br />GARAGE SITING: <br />RIGHT <br />PAGE: <br />FLOOR <br />PLAN <br />15 PH EXP. B <br />r"xa)n'r 7/09/21 <br />DATE: <br />SCALE: 1/4„=1'-0,• <br />aaEET <br />Al <br />
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