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u� <br />i <br />i <br />i <br />i <br />� z <br />i <br />_ ' MINIMUM <br />HEADROOM <br />OR (2) <br />u SLOPED PLANE <br />� UJIADJOINING <br />TREAD NOSING <br />a <br />FROM FLOOR 1Q / <br />SURFACE OF <br />LANDING i <br />FOR SI: I INCH = 25.4 mm, I FOOT = 304.E mm. <br />t-I I N I i„ IJ, o 11-4E AD R00M <br />w <br />FOR 51. 1 INCH = 25.4 mm. <br />CONVENTIONAL 5TT41 RUJ,4'1' <br />EACH FLIGUT <br />REGULATED ON ITS 0114 <br />DIFFERENCE BETWEEN <br />N GREATEST AND SMALLEST <br />TREAD DEPTH WITHIN A <br />FLIGHT OF STAIRS IS <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 SI: 1 INCH = 25.4 mm, <br />STAIR TOLERr4NCE5 <br />6'4M.0. <br />aco� P3AD ' PATIO <br />r I REAR UNIT ONLY, <br />REAR UNIT CONFIG. - ST. CROIX <br />SCALE: 1/4' = 1'-0" <br />6'-1112' 1 L 9'-41/4' <br />4'-II' <br />IV-6 3/4' <br />t2nd FF. <br />2* CON <br />2x6 P.T. LEDGER ? S I O/C W/ U>XAP <br />W/ 1/4'0 x 2 3/4' n I HANGER <br />TAPCONS 6 I6' O/CERS <br />s 11/2' EACH PLUSER <br />s 13/4' <br />'HALF <br />EADS s 9.15'EACH <br />WALL W/ Ix6�f <br />WOOD CAP (�ITOTAL <br />HEW = 9 -4 3/4 6' <br />STAIR PAGE FOR <br />2 RISERS 4.1 TREAD -- <br />HANDRAIL INFO) 1XIstFF. <br />GREATER THAN 24' 4 NOT TO EXCEED 25' <br />1 <br />(2)1 I!1' + 9 3/4' =14 3/4' <br />LANDINGNOT <br />TO INCLUDE I' NOSING. <br />STAIR DETAIL <br />- 214 A, B - ST. CROIX <br />SCALE: 1/4' = 1'-0' <br />REFER TO SHEET 'STAIR' FOR INFORMATION NOT SHOUN <br />IT-10 1/2' <br />-iw <br />3'-II 1/2' <br />B <br />1A <br />I <br />LANDINCs <br />f <br />L I VINO ROOM <br />UP <br />Cl) <br />La <br />KNE II <br />WALL <br />n <br />m <br />14'-2' <br />I <br />3'-8 1/2' <br />r <br />DRAIN PAR--, <br />r <br />DRAIN TO <br />'^ <br />OUT SIDE OF <br />r <br />1'-4' I'-8' 2'-10' '-0' <br />10'-4' <br />v� <br />- <br />LNIT. (SEE WN <br />51.0 FOR <br />LAYOUT)ti <br />b+�0 <br />T.P. <br />1/2 BATH <br />b <br />'PRE58URE <br />I BELIE <br />O <br />`r <br />FOYER <br />Jill <br />TIL C <br />O 3'-10, <br />T. <br />V-41/2' <br />M <br />o <br />It <br />e% <br />r <br />I <br />IXwa <br />K, w <br />1 4'-81/2T-111/2' <br />I <br />12' x 12' I <br />ON.C. 1'-I11/2 <br />I <br />1/2 WALL s 39 1/2' <br />W/COUNTER <br />ABOVE ,@ 42, AF3=. <br />16' WIDTH <br />COUNTER ABOVE. <br />to <br />42' KNEE WALL <br />N B. W/ I' x 6' <br />WOOD CAP <br />Ln <br />Tn <br />- <br />T <br />.n <br />- <br />J <br />I al <br />_ _ <br />O <br />O <br />3-0x6-8 <br />I OPEN 1 0 <br />FLAT HDR 10 <br />N <br />Va n <br />�� <br />_ <br />— <br />I <br />I <br />I <br />I <br />11 <br />`"KITCHEN <br />N <br />DINING ROOM <br />IT-2 1/2' <br />i o <br />l'-5 I/2' 1 <br />I <br />O.HC. <br />2'- ' <br />SEE DETAIL 'A' - <br />FOR REAR UNIT' <br />CONFIG. M <br />1 <br />1/2 34 SW <br />r <br />(2) 25 SH <br />CONC. PAD <br />6'-8' <br />I0'-4' 4'-10' <br />21'-10' <br />1st FLOOR PLAN - 214 A,B - ST. CROIX <br />SCALE : 1/4' = 1'-0' <br />5'-4' <br />1'-2' OPENING I'-6' Y-01/2' <br />KITCHEN PASS-THRU - ST. CROIX <br />SCALE:: 1/4' = 1'-0' <br />R <br />SI <br />p <br />IT-6 3/4' 9'-3 1/4' <br />2nd FLOOR PLAN - 214 A,B - ST. CROIX <br />SCALE : 1/4' = 1'-0' <br />WA.QwFR <br />DOMESTIC WATER SUPPLY <br />SCALE: N.TS. <br />PLUMBING LEGEND <br />------------- = VENT LINE <br />= SANITARY WASTE LINE <br />= COLD WATER SUPPLY <br />Nw—R„ = HOT WATER SUPPLY <br />NOTE LICENSED PLl11MR TO VERIFY <br />AND HAS THE AUTHORITY TO <br />CHANGE AS NEEDED. <br />Bl <br />W <br />TO <br />SE <br />SYa1tM <br />no <br />J' VTR <br />I <br />----+ — �_ =-�- <br />I I 1 <br />SANITARY WASTE RISER DIAGRAM <br />SCALE: N.T.S. <br />IN <br />IEDANSCO <br />ENGINEERING, U-C <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.danscoengineedng.com <br />CA 25948 <br />o <br />o <br />In <br />uj <br />!; 0 <br />�N� <br />z <br />6 v <br />OJg10 <br />aweMrr4 <br />�o �M <br />�nIre rn <br />CL <br />zgFn E� <br />LLJz�12 <br />w <br />z <br />CD <br />j <br />WLu <br />U <br />O <br />U <br />_ <br />V) <br />>Z <br /><I <br />O <br />Z <br />Y <br />CieO <br />Q <br /><I <br />< <br />CL <br />1 <br />V) <br />U <br />Z <br />v) <br />Q <br />U <br />G <br />W <br />TO THE BEST OF THE ENGINEERS <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2004 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2005 & 2006SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE -C- ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = 30.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRANANG ONLY. <br />® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />• 2DD&THESE DRAWINGS AND DESIGNS ARE THE JOIN <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 I DESCRIPTION - <br />VERSION NO. 1.00110.10.071 <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 />ENGINEER SEAL: <br />4F )1 'ibos <br />SHEET TITLE: <br />INDIVIDUAL UNIT <br />214 A,B - ST. CROIX <br />SHEET INFORMATION: <br />JOB NO.: 290196 <br />DATE ISSUED: 10.10.07 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />M <br />I <br />Iloo- <br />L <br />cc <br />C <br />C <br />1 <br />W. <br />Y, <br />lA <br />