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35605 Stella Vast Dr
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35605 Stella Vast Dr
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Last modified
3/4/2025 10:02:03 AM
Creation date
2/19/2025 11:43:04 AM
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Building Plans
Street #
35605
Location
Stella Vast Dr
Contractor
DR Horton
Building Plans - Permit #
145
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'-10' <br />I0'-0' <br />21'-10' <br />Z.F <br />voIF <br />71 IF <br />'-4 <br />10'-0' '-4 5'-4' <br />I9'.q' <br />20.4• <br />FIRST FLOOR PLAN <br />ALE, 1/4• " 1'-0' <br />CAA <br />NOTE,2-STORY GYPSUM BOARD <br />OPENINGS BETWEEN THE GARAGE 1 RESIDENCE SHALL BE <br />EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN Ili' <br />(3bmm) N THICKNESS, SOLID OR HONEYCOMB CORE STEEL <br />DOORS NOT LESS THAN N►Y35mm) THICK, OR 20-MNUTE <br />FIRE -RATED DOORS <br />THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS <br />ATTIC AREA BY NOT LESS THAN Ui'(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 %YC.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT <br />LNDER STAIR PROTECTION, <br />ENCLOSED ACCESSIBLE SPACE WDER STAIRS SHALL HAVE WALLS, <br />UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED <br />SIDE WITH 1/2 NOW GYPSUM BOARDS. FCCR 2011 (6TH ED.) 302.1 <br />PATIO <br />0 <br />0 <br />lb'-4' 2 -B' <br />� <br />r-------- <br />RHANG <br />OF ROOF <br />3052-5H <br />(2) 3052-SH <br />ss <br />I <br />21'-4' <br />12'-4' <br />I <br />I <br />I <br />DIldING s <br />� <br />BEDROOMNZ <br />v <br />ROOM I - <br />�' <br />- <br />e'-e' aG. � <br />ROOM � <br />IS'•S' <br />G-G. <br />3'-B' <br />9'-0' <br />� <br />I <br />,�, <br />(2) 206a <br />p <br />I <br />� <br />II�� III <br />I � <br />POET <br />10 <br />� <br />� Vic �-- <br />�� <br />cIV � BATHN2 <br />K11'Cf�1 <br />i <br />I 8'•s' CLG. <br />�+ <br />'� <br />2'-S' - <br />4'-0' <br />3'-B' 5'-4' <br />3'-4' <br />3' <br />H.6. <br />Q3'-0' <br />:Q <br />� <br />Wll. <br />STAIR DATA <br />. <br />20 MM. /IbOLLARD <br />Ni RISER�84'3-BHARCH <br />15 tREADB . 10' <br />B <br />AB REQ. <br />PER BLDG. <br />II <br />CODE <br />III <br />GARAGE <br />'P <br />FLEX CIOV s <br />SQ.FT. CAM'S <br />CT RR LIY°Ys <br />1104 SQ. FT. <br />2ND FLR LNMG <br />1501 SQ. FT. <br />TOTAL LIV°!G <br />2605 SQ. FT. <br />GAROGE <br />431 8Q. FT. <br />PORCH <br />III 8Q. FT. <br />TOTAL <br />3183 SQ, FT. <br />PATIO <br />80 BQ. FT. <br />MASONRY/FRAME <br />WALL LEGEND <br />® <br />uNo oN PLANS <br />DRG. HKaT. VARIES <br />S' CLOCK WALL <br />UNA ON PLANS <br />18'-S' DRs. <br />MTE® <br />DR's. WALL UNA. <br />ON PLANS <br />0 <br />4' INTERIOR NON <br />LOAD DRG. WALL <br />UNA. ON PLANE <br />-ALL INTERIOR <br />D00R8 TO BE b'-S' <br />-ALL EXTERIOR <br />DOORS TO BE b'-B' <br />UNLESS NOTED <br />OTHERIIHBE <br />COM°OIBIf NDCLAOOIgM�lOfCB <br />B19CED EITOAAE PCR O SwLb1001A1B <br />CFBSIIE <br />BGIMIE <br />ZOIE <br />RIlNIIIDpIb <br />IBWIIB <br />N0T1lE <br />FOOT/ItE <br />MIN. WINDOW <br />� <br />5 <br />2S/-33 <br />CRITERIA <br />EXTERIOR SWING <br />� <br />5 <br />24/-31 <br />DR MIN. CRITERIA <br />SGD. MIN. <br />41 <br />5 <br />23/-29 <br />CRITERIA <br />Ni010 O.HD. <br />112 <br />9 <br />20J/-22.1 <br />BASIC WIND SPEED MPH = I60 (Volt) <br />INTERNAL PRESSURE COEFFICENT f 0.18 BLDG. <br />CAT. -II, EXP.=B, MEAN ROOF HT. = 23'-0' <br />PRESSURES HAVE BEEN MODIFIED PER SECTION <br />R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET <br />TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES <br />FROM THE PRODUCT MANUFACTURER. OO111R01.OM1E01(gl/ <br />1441 N. RONALD REAGAN BL <br />LONOW000, FL 32780 <br />PH: 407.7748078 <br />FAX: 407-7744078 <br />www.atrkalgngroupcom <br />L AA 8: 0003325 <br />4 <br />Y <br />pp <br />a <br />avHa:v as IAT: <br />SILVERADO <br />LOT 19 <br />BLK 18 <br />PROJECT* <br />04128.002 19181 <br />>1[ODEIt <br />4EHB <br />"2605— HAYDEN" <br />cwRwaE ewtr7a: <br />RIGHT <br />]PAGE: <br />FIRST <br />FLOOR PLAN <br />50 MPH EXP. <br />aas'aaaaaaaaa�am" <br />aw 03/05/20 <br />aIiEER' <br />Al <br />
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