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'^1 <br />L�J <br />K <br />00 0-0 <br />1 2' JI <br />o <br />ally opttttlitttl"oo <br />oltlo <br />onTY <br />i <br />- <br />IS <br />- ;JI'11 <br />- <br />p <br />IS TRAY CL& <br />- <br />TO WAV <br />- <br />o�Itttlo,'o <br />�+�!ololtNtttl,o <br />oltttttl <br />� <br />o BOT. OF- <br />- <br />\ <br />o <br />IS <br />- <br />IS <br />I <br />IN <br />;1 <br />C <br />rCl <br />i <br />c <br />tOLei <br />- <br />a <br />- <br />'A- <br />i <br />Wei <br />00 <br />IN <br />I: <br />- <br />v <br />= <br />- <br />L <br />- <br />o <br />0 <br />00 / <br />�lolo <br />GMAr <br />-: <br />0NI- <br />ON <br />on <br />M <br />L <br />O <br />p <br />II'l/ <br />0 <br />G <br />- <br />- <br />IN <br />- <br />IS <br />0 <br />i <br />" <br />- <br />-_ <br />�ItNttttlio <br />LE <br />oilttttttLo <br />ollNlo' M <br />M o'I� <br />DR PLAN <br />4 • I'-0' <br />EXTERIOR MASONRY <br />WALL Blues. HEIGHTS <br />W-4' ERG. <br />RADIUS CORNERS, SEE <br />PLAN <br />BRACKET <br />BLOCKING <br />ELECTRICAL BOX <br />AT ENDS OF PARTITION <br />WALL <br />2'X6'X35-1/4' <br />LOW WALL <br />2'X6' STUDS <br />. 16, oz. <br />V V2' <br />DRYWALL <br />SQ.FT. <br />CALC.'S <br />LIVING <br />2" SO. FT. <br />GARAGE <br />454 Sa FT. <br />ENTRY <br />35 15a FT. <br />COVERED LANAI <br />221 $a FT. <br />If TOTAL <br />2155 Sa FT. <br />11 FLOOR PLAN NOTES II <br />- ALL DR'ENDIONB ARE FROM FAGS OF 1 %- BLOCK WALL <br />(OR EGGS OF MOM SLAB) To PACE OF WALL STUD UNO. <br />ALL INTERIOR WALLS ARE 3S' UNo. <br />- PRYER VENTED THROUGH ROOF [VTI4U NOT SCREENED. <br />- AIR COMPRESSOR SET ON 44'944' POURED CON- PAD. <br />PAD BEGINS W PROM EDGE OF STRUCTURE. <br />• SEE SFEET ON FOR GENERAL AND STANDARD BU LOW. <br />NOTES. <br />- ALL HADITABLE ROOhIe TO HAVE ARO FANAT GIRLLIT <br />INTERRUPTER <br />- ALL NULL ENWI f' BLOCK INHALES BLLED ETUEEN FICELLS <br />UIITNIOUT OF'ENRKB ARE SHEAR WALL& <br />TILE NICHE <br />TILE NICHE SHALL BE <br />PREFABRICATED M'AV SGUARE <br />L.ATICRETE BY HYDRO BAN. <br />RO. SHALL BE 143' x 143'. <br />BOTTOM SHALL BE INSTALLED <br />AT 54' APP. UNO. <br />SWIM AND SECURE <br />COUNTER TOP <br />ES MATERIAL TO <br />CABINETS. <br />INSTALLER SHALL <br />INSTALL FLAT <br />KITCHEN MBAR REINFORCING. <br />BABE C Q 4 BRACKETS AS <br />CA76E - 3 NECESSARY. <br />m� <br />,BAR DETAIL <br />SCALE:NTS <br />aollraea �In aJioDNo <br />N/u tnADa <br />s>tac ■ao ElwoaalE Foe a sEoao <br />ausls <br />2oNE <br />tDNRIMOlNB <br />NBWIs <br />m7 <br />NDTTPE <br />WAaE <br />FooTil <br />MIN. WINDOW <br />10 <br />5 <br />25/-33 <br />CRITERIA <br />EXTERIOR SWING <br />IS <br />5 <br />24/-31 <br />DR MIN. CRITERIA <br />S,GD. MIN. <br />41 <br />5 <br />23/-29 <br />CRITERIA <br />16010 OAD. <br />112 <br />5 <br />20.1/-22.1 <br />8010 0J1D. <br />56 <br />5 <br />2L&/-21J <br />BASIC HIND SPEED MPH = 150 (Volt) <br />INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. <br />CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0' <br />PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. <br />(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR <br />NOMINAL WIND LOAD VALUES FROM THE PRODUCT <br />MANUFACTURER. <br />F-AlC N IT ECT$1 <br />6 <br />Grown <br />1441 N. RONALD REAGAN BLVD. <br />LONGaWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />L AA S: 0003325 J <br />d <br />a <br />V <br />O <br />ri <br />Q4 <br />141111 <br />1 <br />j <br />BLJHDIV. de L07: <br />SILVERADO <br />LOT #2 <br />BLK #18 <br />PROJECT# <br />03719.000-02182 <br />MODEIc <br />2045—UWANA" <br />GARAGE 81rMG: <br />LEFT <br />PAGE: <br />FLOOR <br />PLAN <br />L15714EXP. B) <br />PRINT 8/03/20 <br />DATE: <br />SCALE: 1/4"=I'-O" <br />8*=zT <br />Al <br />