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130'-8' <br />—4— <br />21'-10' <br />3'-0' II'-b' II'-6' 3'-0' 34' 11'-6' II'-b' N-0' ll'-6' 3'-0' <br />151M. W/FLOOR 3'-0'6-0' (51M. W/I/4'x4' TAPCON5 (51M. W/1/4'x4' TAPCON5 (51M, W/1/4'x4' TAPCON5 (51M. W/I/4'x4' TAPCON5 3'-0'0-0' (51M. W/FLOOR <br />TRU55 PARALLEL 10'-b' m - a 16' OG. IN LIEU OF (51M. SEE a 16' O.C. IN LIEU OF a IV O.C. IN LIEU OF 151M. SEE (51M. SEE coNC -m' 10 b' <br />a 16 O.G. IN LIEU OF TRU55 PARALLEL <br />70 WALL) (51M. W/1/4'x4' 7APGON5 PAD D 5TRua C D D C 5TRUC_ D f PAD (SIM. 5EE (51M. W/I/4'x4' 7APCON5 __ __ <br />c� 16 O.G. IN LIEU OF C (SIM. 5E S3 XPAN510N BOLTS (SIM. SEE se EXPANSION BOLTS S3 S3 EXPANSION BOLTS Ss 5TRUC. C EXPAN5ION BOLT5 s3 /_-- 3'-0'x3'-0' TO WALL) <br />STRUC, C a 16' O.C. IN LIEU CONC. PAD <br />1 1 8'-0'x3'-0' U 1 a 3 STRUC. OT C STRUC. NOTE NOTE'C 3 O O 3 NOTES NOTE "3 SIB 3 <br />CONC. PAD Ss ss / NOTE 03 Ss <br />S6 EXPANSION BOLT5 15 FOR / 3 'B FOR FOR LINTEL FOR LINTEL 3 EXPANSION BOLTS ! Ss <br />F LINTEL <br />OR <br />/ FOR LINTEL <br />/ R L EL <br />D D <br />51 ) 51 ) y� zE zE <br />LINTEL I LINT SIZ) I <br />L EL ZE '' I EL E 51J�) <br />/ G.L ti ' <br />- S3. - r.�,� -- - - S1XE)_— -- --- <br />0 Ell <br />. , <br />CONC. PAD <br />f GONG. PAD <br />6 <br />Ib'xlb'x24' HIGH <br />SQUARE COLUMN BASE <br />W/IT ROUND <br />PILASTER ABOVE <br />■ <br />Sim. W/ Tfam C <br />I <br />B%. a 10'4S1.1 <br />2 <br />AFF.:Q <br />(51M. W/FLOOR <br />TRU55 PARALLEL <br />70 WALL) <br />1 <br />51M1 W/ TRUSS <br />BRG, a 10'-4' 1 C <br />Afx. S1.1 <br />■ ■■ v <br />(51M. W/FLOOR B' r 8' s' 8' a' (51M. W/FLOOR <br />1 TRU56 PARALLEL s6 8'-10' 5'-8' 8'-10, 5'-8. 5'-8' 8'-10' 8' 10' 5'-8' 5'-5. 8'-10' Ss RUSS PARALLEL 1 <br />TO WALL) TO WALL) <br />21'-10' <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />WOOD BEAM 5EE PLAN FOR <br />CONN. TO COLUMN <br />AFF. <br />COLUMN SPACERS HURRICANE STRAP <br />PER PLAN <br />AFF. <br />0,; O <br />O GMU COLUMN FILLED W/ <br />GROUT. 5EE PLAN FOR 51ZE <br />8 SPEC. (5QUARE COLUMN <br />15 SHOWN) <br />A ENTRY COLUMN TO BEAM <br />SCALE <br />1 <br />I' X P.T. BASE <br />1530 - SIESTA KEY <br />In <br />P.C. LINTEL PER PLAN J / <br />2X4 P.T. LEDGER W/1/4' DIA. J <br />X 2 3/4' TAPCON5 a 8' 0/C. <br />MA50NRY WALL <br />5'-a' <br />1531 - MARTINIQUE <br />1/16' 0.5B FIRERATED OR REG. PER ROOF PLAN 5EE <br />ROOF NAILING SCHED. ON SHEET 5NI <br />PRE-ENGINEERED ROOF TRUSSES a 24' O/G MAX. <br />U5P HTA20 OR EQUAL <br />R-30 IN5ULATIO <br />8'-0' AFF. L <br />(3) Ed TOE NAILS <br />MASONRY WALL <br />B WALL SECTION <br />SCALE : N-T.S. <br />W-C <br />1531 - MARTINIQUE <br />1531 -MARTINIQUE <br />1 st FLOOR STRUCTURAL PLAN <br />SCALE:: 3116" = 1'-0" <br />1531 - MARTINIQUE <br />(2)16d TOE <br />INTO GIRDER <br />a EA. TRU55 <br />1530 - SIESTA KEY <br />VAPOR BARRIER BEHIND <br />GIRDER TRU55 <br />PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ <br />Y4' x 2y4' TAPCON5 a 8' O.C. INTO CMU <br />U5P MP34 a EA. TRU55 <br />PRE -ENGINEERING TRU55 <br />W/3'-O' GANTIVELER MAX. <br />1/16' 0.53, W/ 8d a 8' O/C 4 \/ <br />CEILING DRYWALL ON TOP W/ 1-3/5' <br />4 DRYWALL NAIL5 OR DRYWALL BEAM PER PLAN <br />5CREW5 a T" 0/0. ENTRY ONLY. <br />PRE-ENGINEERED GIRDER TRU55 <br />BOTTOM CHORD W/)14' x 2y4' <br />TAPCON5 a V O.C. INTO GMU <br />DIM, VARIES <br />SHED ROOF G S.G.D./ENTRY DETAIL <br />SCALE ' N.T.S. <br />1 <br />1370 - ST. CROIX <br />1371 -ST. CROIX <br />1-3/4' OR 2-1/2' <br />PLYWOOD OR 055 <br />FILLED CELL W/ <br />lU ri VERT, <br />MA50NRY WALL <br />Q <br />— Ib'xl6'x24' HIGH <br />SQUARE COLUMN BASE <br />I W/ 12' ROUND <br />PILASTER ABOVE <br />' s <br />I— 1 <br />/�3'-0'x3'-0' <br />/ CONC.PAD <br />(2) 2' x 6' BEAM W/ (6)10d COMMON <br />NAILS a EACH END <br />ATTACH 2' x 6' JOIST TO BEAM Wl (6) <br />IOd TOE NAILS a EACH END (TYP.) <br />2' x 6' J015T a 24' O.C. MAX. <br />7 <br />NOTE: <br />U PLATFORM 15 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 EXI5T <br />2' x V S.Y.P. 12 Wl (6)10d COMMON <br />NAIL5 a EACH END <br />4' x 4' P05T W/ 1/2' DIA. ANCHOR 5OLT5 <br />a 24' O.C. INTO FILLED CELL W/ (1)15 <br />VERT, <br />D ALT A/C PLATFORM DETAIL <br />SCALE <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />O <br />O <br />Ln <br />Lu <br />O:� <br />ZQmrn� <br />C M DO <br />JLL <br />O CIO <br />= `M <br />Z <br />De <br />00 <br />Z <br />W E <br />W�~ <br />W <br />z <br />I <br />V <br />w U <br />::E v) <br />O U <br />Z <br />> � L <br />O Z <br />5 <br />O <br />CL _ I <br />0 � <br />Z V)) <br />Q 6 <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 = ±0.1 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 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 />REVISION: <br />1 DATE! DESCRIPTION <br />09-29-09 1 1.00 2007 FBC UPDTATES <br />—4- <br />VERSION NO. 1.00 / 09.29.09 <br />CA 25948 - <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 />�j <br />I <br />SHEET TITLE: <br />1 st FLOOR <br />STRUCTURAL <br />SHEET INFORMATION: <br />JOB NO.: 291041 <br />DATE ISSUED: 09.28.09 <br />DRAWN BY: DZ/LV <br />I <br />REVIEWED BY: TH <br />Sl I <br />