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35841 Iron Redding Ct
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35841 Iron Redding Ct
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Last modified
3/20/2025 9:39:22 PM
Creation date
2/19/2025 12:15:51 PM
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Building Plans
Street #
35841
Location
Iron Redding Ct
Contractor
DR Horton
Building Plans - Permit #
1061
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14 <br />48'-0' <br />4'-4' <br />S'-0' <br />'-4' <br />S.-8' <br />4'-b' <br />0'-10, <br />W-4' <br />=� <br />25-8H <br />•X12' FA. <br />TEMP <br />25-SH <br />EGRESS <br />25-8 4 <br />EGRESS <br />-- <br />—--- <br />— — — — — — — — — — — — — <br />- <br />iv <br />s <br />LANAI <br />BEDROOM <br />r <br />MIN <br />9'_4140 G <br />I BEDROOMTRAY <br />® <br />CLA <br />m <br />I TOIL-v <br />I <br />;b <br />9'-2' 3'-1' <br />V-81 1'-I01R' <br />4f-0- <br />J, <br />9080 SAD. f <br />--- <br />? TR-IBH <br />TCr <br />------- .. I <br />V <br />I <br />I <br />------V <br />-----------'I <br />J <br />c <br />T <br />1'-4' <br />V-6' <br />4'- ' <br />1' <br />16'-5' I '-9• <br />9 <br />I <br />I <br />f ® <br />24'-1' <br />5'-8' <br />3'-b' <br />X; <br />GREAT ROOM <br />j <br />0, <br />a <br />1 m Q <br />F <br />`GLG <br />TRAY CLG <br />v <br />ti <br />-4 v <br />yll <br />TO VAr <br />O <br />'? <br />• <br />f <br />I <br />f <br />ID <br />11 <br />C <br />io <br />• <br />Q <br />I <br />i <br />II <br />I <br />I <br />I KITCHEN <br />A <br />I <br />I <br />Q'CI <br />'" <br />I� . <br />I 9 4'CLCG <br />II <br />; <br />; <br />L----- <br />-1-----J <br />OIPT <br />8'-6• Y <br />'-4- 3'-0' <br />14'-6' <br />b'-4' <br />2'-4' <br />II'-0' <br />T <br />c <br />I u? <br />DINING; <br />s <br />BEDROOM <br />I iV <br />PAN. <br />lT1,,1 <br />! I <br />v <br />T--4Q'CL& <br />I 9 <br />T-4' CLG. <br />Iia <br />I <br />SSHI <br />;p <br />I <br />I4Y4�J <br />� <br />c <br />It <br />T <br />MT <br />v <br />WH - _0. <br />2XI0 <br />54'X22 <br />r-----1 <br />we <br />o PRE- <br />PLUM15 <br />ATTIC <br />ACCESS <br />I <br />L - - - - - J <br />HOR • 9 <br />Tlic <br />L.T. <br />8'-0'� <br />C T <br />9 $ATI� TUD <br />I' <br />9'-4' CLG <br />9FOYER <br />.D <br />o <br />GARAGE s <br />9'-4' CLG <br />WK2112' 81. <br />28'•4' <br />5'-4' <br />b' 13'-4• <br />ro <br />BEDROOM <br />o <br />_� <br />9'-4' CLG. <br />I21•8' CLG. <br />El <br />8'-0• X 1'-0' OH <br />"— X 1'-0' O.H. <br />4GRE88 3 <br />6'-4' <br />ib 10 3'_2• <br />28'-4' <br />13'-4' <br />46'-0' <br />FLOOR PLAN <br />SCALE: 1/4' • I'-0' <br />`-NICHE ;T <br />- TET1P. GLASS ' <br />TO FILM W/ 24• i0 <br />TEMP. GLa. <br />DR <br />4 <br />�i <br />FLOOR PLAN NOTES <br />• ALL ORMNIN" ARE FROM FACE OF T YWLL %' MLOCK WALL <br />OR EDGE OF FLOOR SLAM) TO FACE OF ar.0 UXO <br />- ALL INTERIOR WALLS ARE 3 X' UND. <br />- DRYER VmaTED TMFOUGN ROOF (VTR), NOT OCRIENW. <br />- AIR COMPRESSOR SET ON 44X44' POURED CON- PAD. <br />PAC) 884" •' FROM EDGE OF STRUCTURE <br />- SEE SHEET GN FOR GENERAL AND STANDARD MIIILCOM <br />NOTES. <br />- ALL HAMITAW. ROOMS TO NAVE ARC FAULT CIRCUIT <br />UITlRRUFRER <br />- ALL RILL HEIGHT BLOCK WALLA BETUEEN FILLED CELLS <br />WITHOUT OPEI{R7Ga ARE SHEAR WALLS. <br />SQ.FT. <br />CALC.'S <br />LIVING <br />2312 50. FT. <br />GARAGE <br />538 80. FT. <br />ENTRY <br />50 ea FT. <br />COVERED LANAI <br />201 W. FT. <br />TOTAL <br />3161 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 BRG. HEIGHTS <br />- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. <br />-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE $HALL <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 />W-4' BRIG. <br />LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. <br />SHIM AND SECURE <br />RADIUS CORNERS, SEE <br />COUNTER TOP <br />MATERIAL TO <br />FILM <br />CABINETS. <br />CABINETS. <br />BRACKET 4 <br />INSTALLER SHALL <br />BLOCKING <br />INSTALL FLAT <br />ELECTRICAL BOX <br />MBAR REINFORCMG <br />AT ENDS OF PARTITION <br />ARIE 6T48E Q4 BRACKETS AS <br />WALL <br />3NECESSARY. <br />CABINET <br />2'Xb'X35-1/4' <br />LOW WALL <br />= <br />2'X6' STUDS <br />• *1 O.C. <br />W/ 1/2' <br />DRYWALL <br />BAR DETAIL <br />A SCALE: NT8 <br />C01lOIE1R NOCLID0110IA♦D <br />LONDB <br />BA9C M!D EIFC8IAE POR 81E0010 <br />aB18 <br />gem <br />� <br />801E <br />1�Mii1NOlVip <br />N3IMIIB <br />mm <br />MIR WINDOW <br />10 <br />5 <br />25/-33 <br />CRITERIA <br />EXTERIOR SWING <br />18 <br />5 <br />24/-31 <br />DR MIN. CRITERIA <br />BAD. MIN. <br />41 <br />5 <br />23/-29 <br />CRITERIA <br />16010 O.H.D. <br />112 <br />5 <br />20.1/-22.1 <br />8010 O.H.D. <br />56 <br />5 <br />2L6/-21.1 <br />BASIC WIND SPEED MPH = ISO (Vult) <br />ENTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. <br />CAT.=II, EXP.=B, MEAN ROOF HT. 14'-S" <br />PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. <br />(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR <br />NOMINAL WIND LOAD VALUES FROM THE PRODUCT <br />MANUFACTURER.Oak <br />A III C M I T B C TO <br />6 <br />Gr esoi n <br />LA <br />t41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA0:0003328 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />11,4 PH: 813888.2828 <br />FAX: 813-886-2802 <br />'BUSDiv & L071' <br />SILVERADO <br />LOT #10 <br />BLK ##13 <br />PBtOJZCTA1 <br />03719.000-10132 <br />PAGE. - <br />FLOOR <br />PLAN <br />n 08/17/20 <br />SCALE: 1/4"=1'-O" <br />slim T <br />Al <br />
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