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b54 <br />14'-W <br />14'-6' <br />14'-b' <br />14'-b' 14'-6' <br />(SIM. W/FLOOR <br />TRUSS PARALLEL <br />_ TO WALL) 3'-m�a' m' <br />— <br />3'-0' 11'-6' <br />3'-0' II' b' <br />II' b' 34' <br />3'-0' II' b' <br />II'-b' 3'-0' <br />I11-6' 3'-0' <br />(SIM. DFLOOR <br />TRUSS PARALLEL <br />3'-mk3' m' TO WALL) r-- <br />Im' b' m <br />3'-mk3' m' <br />PAD <br />(SIM. WA/4'x4' TAPGONS <br />a VOL. M LIEU OF <br />53 XPANSION BOLT$ (SIM. SEE <br />(SIM. W/14'x4' TAPCONS <br />(SIM. SEE 0 V D.G. IN LIEU GF <br />STRUC_ sa EXPANSION BOLTS s3 <br />ISIM W/I/4'x4' TAPCONS <br />a 16, O.G. IN LIEU OF (SIM. SEE <br />s3 EXPANSION BOLTS ss - STRUC. <br />(SIM. WA14'x4' TAPCONS <br />(SIM. SEE a 16' OG. IN LIEU OF <br />STRUC. %1 EXPANSION BOLTS 53 <br />Y- M3'-0' <br />CONC <br />PAD <br />'-m' 10'-6' <br />__ <br />__. — <br />(SIM. W/l/4'x4' TAPGGNS (SIM <br />(SIM.SEE (SIM W/I/4'x4' TAPCON <br />�,�I, _ _ . <br />V-0k3'-m' <br />Mr- PAD <br />A�F. <br />(SIM. W/FLOOR <br />TRUSS PARALLEL <br />TO WALL) <br />(51M. DFLOOR � a'-2' a' s' a' r 6'-2' a' e' 8'-2. J (SIM. W)FLOOR <br />TRUSS PARALLEL Ss 1 g 10' 5'-8' 5'-8' 8' Im' 8' 10' 5'-8' 5'-a' 8'-10' 8'-10, 5'-8' S'-8' 8' 10' 1 S6 PARALLEL (i <br />TO WALL) q TO WALL) <br />14'-b' 14' 6' 14'-6' <br />65'-4' <br />214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX <br />214 B - ST. CROIX 214 B - ST. CROIX <br />rT—MASONRY WALL �,� l st FLOOR�ST�UC�TUAL �PL NIII -VAPOR 5ARRIER BEWND <br />SCALE:: 3716' = 1'-0' <br />WOOD BEAM SEE PLAN <br />COW TO COLUMN <br />� I <br />TAL. s 10'-4' <br />AFE = <br />I <br />COLUMN SPACER HURRICANE STRAP <br />PER PLAN <br />00 0 T.O.C. <br />Aff. <br />O GMU CALUMN FILLED W/ <br />GROUT. SEE PLAN FOR SIZE <br />4 SPEC. (SQUARE COLUMN <br />IS 1%m) <br />A ENTRY COLUMN TO BEAM <br />SCALE:: <br />1' X P.T. BASE <br />1/16' 0.55 FIRERATED OR REG. PER ROOF PLAN SEE <br />ROOF NAILING SCI ED. ON SHEET SNI <br />PRE-ENGINEERED ROOF TRUSSES 1241 O/C MAX <br />;`USP OTA20 OR EQUAL <br />FLOOR it--V INWLA I IUN\ <br />TRUSSES <br />PL. LINTEL PER PLAN (3) Sd TOE NAILS <br />2X4 P.T. LEDGER W/1/4' DIA. <br />X 2 3/4' TAPCONS a 8' 0/C. -- <br />MASONRY WALL <br />WALL SECTION <br />B scALEE:: N.T.S. <br />GIRDER TRUSS <br />PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ <br />4' x 2/4' TAPGONS a 8' OL. INTO CMU <br />USP MP34 9 EA. TRUSS <br />PRE -ENGINEERING TRIM <br />W/34' CANTIVELER. MAX <br />(2)16d TOE NAI <br />INTO GIRDER <br />0 EA. TRIM <br />1/16' 0,5B. W/ Ed 0 8' O/C 4 <br />CEILING DRYWALL ON TOP W/ 1-3/6' <br />DRYWALL NAILS OR DRYWALL BEAM PER PLAN <br />SCREWS 9 1' 0/G, ENTRY ONLY. <br />PRE-ENGINEERED GIRDER TRUSS <br />BOTTOM CHORD W/Y' x 2%' <br />TAPGONS a 6' OL. INTO CMU <br />SHED ROOF @ S.G.D./ENTRY DETAIL <br />SCALE : N,TS. <br />1-3/4' OR 2-1/2' <br />PLYWOOD OR OSB <br />FILLED DELL W/ <br />(U 15 VERT. <br />MASONRY WALL <br />a <br />r <br />CONG PAD <br />16 A*WA' WrjW <br />SO ARE COLU'Id BASE <br />AV @' R01:d% <br />PILASTER ABOVE <br />1 <br />6 <br />-(2) 2' x 6' BEAM W/ (6)10d COMMON <br />NAILS is EXI4 END <br />ATTA54 2' x 6' J015T TO BEAM W/ (6) <br />10d TOE NAILS s EAC44 END (TYP) <br />2' x 6' JOIST 0 24' O.C. MAX <br />6-6 <br />NOTE: <br />U PLATFM IS DESIGNED FOR A <br />MAXIMUM WEIGHT OF 250 Ibs. <br />2) ALL WOOD MEMBERS ARE PRESSURE <br />TREATED <br />3) REFER TO RETROFIT FILLED CELL <br />DETAIL IF FILLED CELL DOES NOT EXIST <br />2' x 6' S.Y.P. 0 2 W/ (6)10d COMMON <br />NAILS s EACH END <br />4' x 4' POST W/ 1/2' DIA. ANCHOR BOLTS <br />0 24' OL. INTO FILLED CELL W/ (1) 5 <br />VERT. <br />VX1 Ak <br />y <br />.N <br />ggF <br />1j9 <br />s <br />ALT A/C PLATFORM DETAIL <br />D <br />SCALE : N.TS. <br />DANSCO <br />]DIE <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.danscoengineer ng.com <br />CA 25948 <br />� o <br />o <br />Ln <br />w <br />zH <br />�I <br />O:3 CqD <br />> t.0 <br />Z QmC) %D <br />M <br />0 00 <br />Q0�oo <br />fn <br />Z C, <br />Q <br />� <br />z E <br />w <br />W <br />w <br />z <br />o <br />CD <br />uJ <br />f ) <br />Lu U <br />:�j v) <br />O o <br />_ V) <br />Z <br />O Z <br />�0 1 <br />Q <br />C I <br />Q I <br />Z cUn <br />I <br />J <br />m V) <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 & 2006 SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT =+0.18) 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 DRAWING ONLY. <br />® 200B 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, L-C 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 />— <br />ENGINEER SEAL: <br />IJUL 0 3 2008 <br />SHEET TITLE: <br />1 st FLOOR <br />STRUCTURAL <br />SHEET INFORMATION: <br />JOB NO.: 271318 <br />DATE ISSUED: 10.10.07 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />si 0 1 <br />M <br />0 <br />Z <br />0 <br />D <br />m <br />N <br />O <br />N <br />1 <br />N <br />LO <br />1 <br />O <br />co <br />— <br />L J <br />r <br />