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CONC.PAD <br />(51M. W/FLOOR J 6-2' 8' 8' 8' 2' 8'-2' B' 8' 8' 2' (51M. W/FL00R <br />1 TRU55 PARALLEL ss 1 a' Im' �'-e' ;' s' a'-Im' a' Im' ;'-e' S'-a' e' 10' e'-ID' S' a' ;' a' a' Im' 1 IR166 PARALLEL 1 <br />TO WALL) TO WALL) <br />21'-10' 14'-b' 14'-b' 14'-V 14'-b' 14'-b' 14'-b' 21'-10' <br />65' 4' 65' 4, <br />1370 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX <br />1371 -ST. CROIX 1371 - ST. CROIX <br />MASONRY WALL 1 1st�FL�OR�ST�UC �TU�AL PLAN vAPQR BARRIER BEHIND <br />GIRDER TRU55 <br />PRE-ENGINEERED GIRDER TRU55 TOP CHORD W/ <br />Y4' x 2Y4" TAPCON5 6 S' O.G. INTO CMU <br />13/4" OR 2 1/2' <br />WOOD BEAM 5EE PLAN FOR <br />I' X P.T. BA5E NAILER <br />LISP MP34 EA. TRU55 <br />PLYWOOD OR 05B <br />CONN. TO COLUMN j <br />1/16' O.5B FIRERATED OR REG, PER ROOF PLAN SEE <br />ROOF NAILING SCNED. ON SKEET 5NI <br />PRE ENGINEERING TRU55 <br />FILLED CELL W/ <br />T.O.G. 10'-4' :i ,' <br />W/3'-O' CANTIVELER. MAX. <br />(1) "5 PERT. <br />PRE-ENGINEERED ROOF TRUSSES 24' O/G MAX. <br />(2)16d TOE NAIL <br />U5P HT420 OR EQUAL <br />INTO GIRDER <br />SYSTEM 42 <br />EA-TRU55 <br />MASONRY WALL <br />COLUMN SPACER HURRICANE STRAP <br />FLOOR R-30 IN5ULATIO <br />PER PLAN <br />TRUSSES 8'-0' A.F.F. <br />T.O.C. <br />dO <br />P.C. LINTEL PER PLAN (3) 8d TOE NAILS Lj <br />1/16' 0.5.5. W/ 8d m 8' O/C 4 <br />OO 64 4FR <br />O <br />2X4 P.T. LEDGER W/1/4' DIA. <br />CEILING DRYWALL ON TOP W/ 1-3/8' <br />ABEAM <br />GMU COLUMN FILLED W/ <br />DRYWALL NAIL5 OR DRYWALL PER PLAN <br />a <br />GROUT. 5EE PLAN FOR SIZE <br />X 2 3/4' TAPCON5 a 8' O/C . <br />SCREWS a T' 0/C. ENTRY ONLY. <br />ESPEC. (SQUARE COLUMN <br />M 50NRY ALL <br />PREENGINEERED GIRDER TRU55 <br />15 SHOWN) <br />BOTTOM CHORD W/y4' x 2y4' <br />TAPCON5 9 8' O.C. INTO GMU <br />DIM, VARIES <br />ENTRY COLUMN TO BEAM <br />SE <br />SHED ROOF @ S.G.D./ENTRY DETAIL <br />A <br />nLLCT'ONA <br />SGALE <br />LE : N.T.S. <br />SCALE : N.T.S. <br />-(2) 2' x 6' BEAM W/ (6)10d COMMON <br />NAILS 9 EACH END <br />—ATTACH 2' x 6' J015T TO SEAM W/ (6) <br />0d TOE NAILS EACH END (TYP.) <br />2' x 6' J015T 9 24' O.C. MAX. <br />NOTE: <br />U PLATFORM 15 DESIGNED FOR A <br />MAXIMUM WEIGHT OF 250 lbs. <br />2) ALL WOOD MEMBERS ARE PRESSURE <br />TREATED <br />3) REFER TO RETROFIT FILLED CELL <br />DETAIL IF FILLED CELL DOES NOT EX15T'I. <br />2' x 6' S.Y.P. ° 2 Wl l6)10d COMMON <br />NAIL5 9 EACH ENE) <br />r <br />4'PO5T W/ I/2' DIA. ANCHOR BOLTS <br />O.C. INTO FILLED CELL W/ (U 15 <br />, <br />A�LE <br />/C PLATFORM DETAIL <br />D .T,S. <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 1 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.donscoengineering.com <br />3 <br />o <br />Ln <br />w <br />OMV <br />Z f M <br />01 <br />"DO <br />Q m ko T <br />, <br />ge, M ONO <br />Q 0 LJL 00 <br />rn <br />z <br />Q H OO. 00 <br />Z <br />iuj <br />w�� <br />W <br />z <br />J <br />o <br />ID <br />I <br />I <br />I <br />Lu () <br />v) <br />O U <br />_ v) <br />Z C;) <br />1 <br />®Z � <br />Z ' <br />0 <br />Q <br />E ' <br />Z V) <br />Q1 U <br />V' <br />w <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2007 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2009 SUPPLEMENT) SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />-C- ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT=±0.18) 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 STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />2009 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />2009 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 />1 REVISION: <br />DATE <br />DESCRIPTION - <br />09-29-09 <br />1.00 2007 FBC UPDTATES <br />VERSION NO. 1.00 / 09.29.09 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 1 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />Lj ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGINEER SEAL: <br />it <br />--- - <br />SHEET TITLE: <br />1 st FLOOR <br />STRUCTURAL <br />SHEET INFORMATION: <br />JOB NO.: 290941 <br />DATE ISSUED: 09.28.09 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />s 1.1 <br />L0 <br />H <br />J <br />H <br />m <br />0 <br />0 <br />N <br />L J <br />^1 <br />1 <br />0 <br />e+1 <br />L l <br />e—i <br />T iTT— TF-- F_ <br />-- — <br />I;1. 4 1 11 IB,I-. .;I t. 1LII :T,Iw., 1lu ,B,eiau miu ;dijmil GT•7; 1,.., . I <br />