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WNC.FAD /1�1-7�-,� I <br />L <br />6 <br />BAR V WRIM <br />0 <br />MAIR AWYEE <br />2 <br />6� <br />r_1 <br />Ill <br />0 <br />5 <br />SaWRE COL" <br />BAM IW 12'RIM <br />FMIER AME <br />Y00-0. <br />CaC. PAD <br />WOOD BEAM SEE PLAN FOR <br />COW TO COLUMN <br />TDC is 10'-4' <br />AFF. <br />65'-4' <br />65'-4' <br />7 <br />Y-0. Y-0. 34. <br />(SIM. WIFLOOR (SIM. W/1/44' TAPCONS ?5IM. SEE (SIM, U1/44' TAPCON5 (51M. W/I/4'x4'TAPCON6 (SIM. W414'X4' TAPCONS (51M. W/FLOOR <br />J1.0. 'r,014 (51M. SEE C40w-, 0.1, <br />M66 PARALLEL VVID.C. IN LIEU OF STRUC. 161 OL. IN LIEU OF. IVOL IN LIEU OF $TRUC. Ib'OC IN LIEU OF J" TRU% PARALLEL <br />rQ 5TRUC PAD (SIM. SEE <br />ION BOLTS G NOTE #3 p" (SIM. MAW' TAPCM <br />.SE <br />TO WALL) (SIM. MAW' TAPCON5 (SIM 3 XPM51ON BOLTS (SIM SEE NOTE `3 EXPANSION 5OLT51W WEXPANS EX ION BOLTS( 30 TO WALL) <br />NOTE *3 STRUC. c <br />sj�j. NOTE FOR L INTEL FOR LINTEL VV OL. IN LIEU a c0c. <br />COW. PAD 'O.C. IN LIEU OF STFX. 10TI SIS N, PAD <br />f 3 SIS N 03 SIS <br />CaC, PAD FOR LINTEL NOTE 13 <br />03 FM SIZE) SIZE) <br />EXPANSION BOLTS t3 FOR INTEL EXPANSION BOLTS <br />SIZE) <br />D� LINTEL )IZE LINTEL SIZE) FOR L L <br />4_ _IA IS3� <br />11111(ml _2� 7 <br />- - - - - - - - - - - -- <br />ILI�L -4 - <br />T-r- <br />C SK W1 TRW <br />AFF. <br />F <br />P <br />GG " Ap <br />S6 <br />(SIM. DIFLOOR <br />TRIM PARALLEL <br />TO WALL) <br />-- - - - - - - - - - - ­_ __ _ z — oi�� <br />_M <br />10 10 <br />::J <br />10 10 <br />L <br />t <br />t <br />t <br />t t-J, <br />Elf- 110 <br />-j 10 M oil <br />ME im mlr= i <br />7- 7- ts <br />7- <br />i 0, 0 0 0 <br />L - (SIM. WN44"TAPCONS (SIM. MAW' TAPCON6 � 1�0 <br />C) <br />a 16'O.C. IN LIEU OF rDj_� (SIM. W4/4'x4'TAFCCNS <br />(SIM. W4144' TAFCONS I(VOL� IN LIEU OF <br />4)v 161 OC. IN LIEU a 4) EXPANSION BOLTS 4) EXPANSION BOLTS is 161 OL. IN LIEU OF(i) <br />710, C? <br />it <br />EXPANSION BMTS (SIM. W/1/44' TAPCONS (SIM. W/1144' TAPCONS EXPANSION BOLTS <br />a WOL. IN LIEU OF 0 IVO.C. IN LIEU OF <br />- ja <br />r J_jl "j, <br />EXPANSION BOLTS EXPANSION BOLTS <br />=J L <br />F <br />m SIS <br />IT <br />W7' <br />(_B_'� A <br />7 <br />0 <br />,4 f I I " 1-� <br />(0 <br />j I - <br />----------- <br />81-MI-0 <br />C= PAD <br />snuvim <br />OM 0 04 <br />AFF. <br />W1FLOOR <br />GG rB <br />rGG TRUSS PARALLEL <br />j <br />7 <br />7 <br />Li <br />TO WALL) <br />Li <br />IL <br />ml . j — i i I <br />cr� <br />4 <br />(G�G <br />4_ <br />7 <br /># W4 <br />i:=7 <br />M <br />AFR <br />L I <br />LL1 <br />Qk <br />0 J <br />0 <br />it! <br />Lj <br />S3 <br />L <br />r/ <br />L <br />------- ---- r7 <br />7 <br />(GG (GG <br />6� <br />GG rGG <br />t S <br />///Z/ <br />T 'TO SIDE 14' TO 51DE <br />-0 <br />OF COLUMN 3'-10' Y-10' OF COLUMN <br />rGG� <br />rGG_� <br />(_GG')i <br />\, �3 <br />F <br />'y <br />F <br />SIS <br />7 <br />- - - - - - - - - - t <br />---------- <br />4 <br />BD2L# <br />12 AFF. AFF <br />BDa B.01k B.0 <br />V-V Aff. 610 V-V AFF. <br />5D5. 0 <br />Lj 1 i: _�j E I AFF. <br />Aff. 0 -T- i_ (�,�j LLI <br />11 M <br />M C5 <br />LL: <br />477- Q III Q rF <br />77— 2 <br />3111 1 S3 <br />- '4=1 __ _ __ _ _ _ 2 2 <br />J - - - - - - - - - - <br />7-ro I I <br />An 0 j <br />I I m 0 11 <br />4 <br />�4 �4) r4 <br />'LOOR <br />(SIM. W/F <br />SIM. luA OOR <br />TRS PARA <br />TO WALL) <br />211-IV <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />COLUMN SPACER"' HURRICANE STRAP <br />PER PLAN <br />Tjoc. a <br />V-4'AFF. <br />,-�CMIJ COLUMN FILLED W1 <br />GROUT. SEE PLAN FOR SIZE <br />4 SPEC. (SaARE COLUMN <br />is SHOWN) <br />�T Y 0 �IU M �NT 0�1 I AM <br />�E � t�,LT� <br />q� W-V <br />654 Go <br />1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE <br />- MMONRY WALL I st FLOOR STRUCTURAL PLAN <br />I SCALE - 311(o' = I'-0- <br />I' X P.T. BASE <br />1/16' 05B FIRERATED OR REG. PER ROOF PLAN SEE <br />ROOF NAILING SCHED. ON SHEET SNI <br />PRE-ENGINEEFED ROOF TRJSSES a 24' O/C MAX <br />/-USP HTA20 OR MAL <br />—SYSTEM 42 <br />FLOOR /-R-30 INSUI. <br />TRA55ES <br />P.C. LINTEL PER PLAN j (3) ed TOE NAILS <br />2X4 P.T. LEDGE R W414' DIA. <br />X 2 3/4' TAPCONS Is 6' O/C. <br />MASONRY WALL <br />" S TION_��� <br />'C� <br />0 <br />wv7m <br />am is 014 <br />AFF. <br />�5 PARA LEL <br />TO WALL) <br />65'4 <br />1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX <br />1371 - ST. CROIX <br />VAPOR BARRIER BEHIND <br />GIRDER TRIM <br />-PRE-ENGNEEI;4"-_D GIRDER TRUSS TOP CHORD V <br />Y4' x 2Y4' TAPCONS f 8- O.C. INTO CMU <br />. USP MP34 a EA TRU% <br />-PRE-ENGINEERI% TRIM <br />W/34' CANTIVELER, MAX. <br />(2) 16d TOE NAI <br />INTO GIRDER <br />6 EA. TFAJ56 <br />Jx <br />11161 0.54. W/ Ed a a, O/C 4 <br />CEILING DRYWALL ON TOP W1 1-3/8 <br />DRYWALL NAILS OR DRYWALL <br />BEAM PER PLAN <br />xquro a 11 O/C. ENTRY ONLY. <br />ERED GIRDER TRUSS <br />50TTOM CHORD W/y4' x 2y4' <br />TAPCON6 a 8' O.C. INTO CMU <br />DIM. VAIZES <br />SHED ROOF @ S.G.D./ENTRY DETAIL <br />SCALE - KTA <br />1-3/4' OR 2-1/2' <br />PLYWOOD OR 05B <br />FILLED CELL W1 <br />(1) 15 VERT. <br />IVK�rVl <br />0- <br />51 <br />m <br />6 <br />F�K tAt <br />;l_yEmRt A B 0 V E. <br />F <br />L: <br />r4- <br />16� <br />5 <br />Sam COLIN <br />DAW V WKIM <br />PMTER AW& <br />Y-M.-O. <br />CDC. PAD <br />(2) 2' x (V BEAM W1 (b) 10d COMMON <br />NAILS 6 EAC44 END <br />ATTACH 2' x V JOIST TO BEAM W1 (b) <br />Od TOE NAILS 0 EAC44 ENE) (TYP) <br />2' x b' JOIST a 24' O.C. MAX <br />b�d�� <br />NOTE, <br />1) PLATFOW 15 DESIGNED FOR A <br />MAX" UE64T OF 250 bs. <br />2) ALL W= MEMBERS ARE PRE5M <br />TREATED <br />3) REFER TO RETROFIT FILLED CELL <br />DETAIL IF FILLED CELL DOES NOT EXIST <br />2 x b $.Y.P. 2 V (b) 10d COMMON <br />NAILS is EACH END <br />4' x 4' POST W1 1/2' DIA ANCHOR BOLTS <br />a 24' O.C. INTO FILLED CELL W1 (1) 15 <br />VERL <br />D ALT A/C PLATFORM DETAIL <br />SCALE : RTA <br />I IRENE <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Rorido 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.donscoengineering.com <br />z <br />C) so <br />-0 <br />z <br />cr,:) <br />LL <br />uj 13� (A <br />> Lli <br />F- <br />Z <br />CNq <br />z <br />z <br />Lu a U <br />Ln <br />Lf) <br />In <br />U-i <br />�E <br />V) <br />0 <br />I <br />Z <br />V) <br />0 <br />V) <br />Z <br />C/) <br />< <br />I <br />i <br />u <br />Lu <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) <br />SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />-C" ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT = ±0.1 8) WIND <br />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 />2011 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />201 I -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 />R <br />DATE DESCRIPTIO <br />09-29-09 1.00 2007 FBC UPDTATES <br />01-1.3- <br />NIT <br />07-12-11 <br />� 2 . .01 HANGER -- NN. AT <br />VERSION NO. 2.01 / 07.12.11 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />Ej IRWIN J. BENSON, <br />P.E. #49758 <br />FIG Gq122 <br />SHEET TITLE: <br />1sf FLOOR <br />STRUCTURAL <br />SHEET INFORMATION: <br />JOB NO.: 310623 <br />DATE ISSUED: 07.19.11 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />S1 91 <br />W, <br />0 <br />:10 <br />5Q <br />I <br />&I <br />C) <br />(y) <br />r— <br />L.0 <br />r— <br />