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i <br />i <br />i <br />HEADROOM <br />-J OR (2) <br />SLOPED PLANE. <br />� ADJOINING ' <br />� TREAD NOSING, <br />(1)flz' <br />FROM FLOOR a ' <br />SURFACE OF <br />LANDING i <br />FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.3 mm. <br />MINIMUM HEADROOM <br />Lu <br />tn <br />FOR 51: 1 INCH = 25.4 mm. <br />CONVENTIONAL 5T,A IRW AY <br />EACH FLIGHT <br />IWALLATED ON ITS OUN <br />1 DIFFERENCE BETWEEN <br />GREATEST AND SMALLEST <br />TREAD DEPTH WITHIN A <br />FLIGHT OF STAIRS 15 <br />LIMITED TO 3/8'. <br />DIFFERENCE BETWEEN HIGHEST AND <br />LOWEST RISERS WITHIN A FLIGHT OF <br />STAIRS IS LIMITED TO 3/8'. <br />FOR $I: I INCH = 25.4 mm. <br />5TrAIR TOLERANCES <br />2 RISERS 41 TREAD -- <br />T-4' <br />GREATER THAN 24' 4 NOT TO EXCEED 25' <br />(2)1 W + 9 3/4' - 24 3/4' <br />1'-8 3/4' <br />NOT To INCLUDE I' NOSING. <br />3'-8' <br />4'-0 3/4' <br />14 RISERS s 1 VT EACH <br />PLUS 11;dSER + 13/4' <br />14 TREADS o 9 3/4' EACH <br />TOTAL i-EW = 9'4 3/4' 2nGI 1= . <br />\ <br />i— <br />-------- <br />I'-V <br />1 <br />-5) 24 SYM SPACED <br />LANDING <br />EVENLY IW CONTRACTION <br />\ <br />ADHESIVE PL200 4 2-16d <br />3/ ' <br />TOE NAILS AT EACH END A <br />ZP <br />-2xC1 P.T. W/ <br />r <br />-42' HALF WAIL Ill/ 1xb <br />IAA 3/4' <br />I MOOD CAP (SE STAIR <br />TAPCONS <br />PAGE FOR HANDRAIL <br />AT 16' Oi. <br />I 6FOJ <br />\ let FF. <br />T-41/4' <br />STAIR <br />DETAIL - 214 C - SIESTA KEY <br />SCALE: 1/4' = 1'-0' FVER TO SHEET 'STAIR' FOR INFO UTION NOT SN0111r1 <br />4'-0' <br />' OPENING Y-111/2' <br />I OVERHEAD <br />—I-- ------ ------ GAA3INETS <br />—I-- — — — — — — ------ <br />� I II <br />v I II <br />I II <br />------------ II <br />I II II <br />� it II <br />M II II <br />KITGa I I I I <br />KITCHEN PASS-THRU - SIESTA KEY <br />SCALE : 1/4' = P-0' <br />CONC. PAD <br />�o <br />I 2x4 WALL <br />I <br />GOYERED PATIO <br />5TOR- <br />e <br />LIN <br />a <br />-0' 3'-10, 5'-4' M. 0. <br />i <br />H 5-0xb-8 SGD <br />I O O D.W. <br />1 SINK <br />W/ DISP <br />CA <br />I KITCHEN T <br />I <br />a <br />� <br />0 <br />a <br />i I <br />� I <br />r <br />�• <br />O I REF. <br />N <br />e <br />— — — — — — — <br />L- --o.H.c.Cq <br />0 <br />4'-0' 3'-8' <br />4'-4' <br />e 1/2 WALL 9 313 1/2' W/COI LATER <br />ABOVE 9 42' APP <br />16' WIDTH COUNTER A50YE <br />N <br />DINING ROOM <br />N <br />I — <br />4'-3' <br />DRAIN PAN, <br />DRAIN TO OUT <br />SIDE OF UNIT. <br />SPRITS* 6'-8' <br />(SEE $1.0 FOR <br />p <br />t01'-4' <br />T.B. M---- <br />°' <br />I <br />STNAIR > I/2 BATH <br />o <br />tl CrP'1. <br />�,._-,,, <br />ovm <br />. <br />W.HCq <br />C I I <br />Cn <br />f I I TP <br />PRESS) T- 1/2' I S 0' 4' ARCH, <br />RELIEF <br />I <br />5fgKIw.3 b'-S' <br />LANDING UP To 1'-4' <br />A <br />18 <br />� <br />5'-9 I/4' <br />S'-0 3/4' <br />HALF <br />I WALL <br />I <br />I <br />I <br />� <br />e <br />S <br />I LIVING ROOM <br />I <br />C <br />N <br />I <br />U <br />I <br />I <br />(2) 25 SHL�O�R <br />a, <br />ENTRY _ <br />25 SH <br />*EGRESS <br />4'-3' 3'-0' 2'-&' <br />1 st FLOOR PLAN - 214 C - SIESTA KEY <br />SCALE:: 1/4' = 1'-0' <br />r <br />2nd FLOOR PLAN - 214 C - SIESTA KEY <br />&CALF:: 1/4' - 1'-0' <br />TUB <br />TUBS� LAV. <br />3d LYL I <br />I <br />WC <br />H.W.H. <br />WASHER <br />LAV. 1/2' <br />Div-}� KIT. <br />1/2' <br />I� I <br />LAV. <br />I = <br />�WC ` <br />TO <br />WATER <br />SERVICE <br />DOMESTIC WATER SUPPLY <br />SCALE: KTS. <br />PLUMBING LEGEND <br />----------- - = WENT LINE: <br />= SANITARY WASTE LINE <br />= COLD WATER SUPPLY <br />"W—"W—HW = HOT WATER SUPPLY <br />NOTE.- LICENSED PI.I R TO VERFY <br />AND HAS THE AVMORITY TO <br />CHANGE AS NEEDED. <br />I I L4' VTR <br />SANITARY WASTE RISER DIAGRAM <br />SCALE: N.T.S. <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.danscoenginee6ng.com <br />CA 25948 <br />In <br />05 <br />�N.� <br />�M <br />ofjo� <br />z amM <br />uj <br />De J % <br />IQ-0u"� <br />Z <br />Qm <br />w <br />E <br />Z w <br />Ww3~ <br />z <br />o <br />�o <br />LL U <br />:�E v) <br />O U <br />_ V) <br />Z �<< <br />� L <br />Z <br />Q <br />C <br />Z (7) <br />Q� <br />U <br />J <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2004 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2005 & 20D6SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE -C- ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCNRAL PORTION <br />OF THIS DRAWING ONLY. <br />® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />® 2008-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. 1.00110.10.07 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGI E RR SEAL: <br />15 2008 <br />�,4,MC <br />TITLE: <br />I LHEET <br />(DUAL UNIT <br />2 1 ESTA KEY <br />s <br />SHEE 'f0k ION: <br />JOB NO.: �. �``�2 318 <br />� fP <br />DATE ISSUED: <br />DRAWN BY: <br />REVIEWED BY: f% <br />1B <br />00 <br />Z <br />J <br />m <br />00 <br />N <br />I <br />N <br />1 <br />O <br />ce) <br />T- <br />114 i <br />r <br />