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2nd FLOOR STRICTWAL NOTES CIRCLED NOTES ARE KEYED TO FLAN. 11. PROVIDE (1) 5 CONT. N FILLED PRECAST LINE W/ 2' IECE66 AND (1) 5 CONT. N FILLED K.O. BLOCK ABOVE Q 8' X 8' PRECAST LINTEL 1W 2' RECESS FILLED SOLID 130'-a' WKsROUT 4 (1)5 CONT. N FILLED KO. BLOCK ABOVE. NOTES, POMR BOX LINTEL (18 GAUGE) CAN BE USED N LIEU OF PRECAST LINTEL. FOR THE EQUAL DEPTH AND RENFORCEI ENTS AS INDICATED ABOVE (REFER TO ROVER BOX LINTEL CATALOG FOR MORE NFOR14TIOW ALL F'LlA'IBNG, ELECTRICAL, AND MECH4WICAL ROUGH -INS MUST BE COI'PLM NSPECIED, AND APPROVED BEFORE REGIIESTMG THE FRAMING INSPECTION (F ER FBC 1093) LEGEND: LL BEARING FRAME WALL A m FRAMED WOOD WALL • MASONRY SHEAR WALL (BLOCKS BETWEEN FLLED CELLS ARE NOT TO Fil BE FILLED, UNLESS NOTED ON PLAN) • 5 VERT. N FILL CELL 5C= 1310/1311 - 5T. CROIX 5-- 1530 - SIESTA KEY M-- 1531 - MARTINIQUE 5J= 1529 - 5T, JOHNEz 1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 -MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 1371 - ST. CROIX 2nd FLOOR STRUCTURAL PLAN SCALE : 3/16' = V-0' ■ 0 a MASONRY STEP DETAIL Ir- 21'-I0' 14'-b' 14'-b' 14'-b' 14'-b' 14'-b' Id'-b' 21'•ID' 21 4'-4' 3'-I0' 3'-2' 2'-B' 3'-10' 4'-0' 3'-5' T.O. 4'-I' 3'•9' 1'-0' 3'-9' 3'-9' 3'•9' 3'-9' 1'-0' 3'-9' 3'-9' 1'-0' 3'-9' 4'-I' 1'-0' 3'-5' 21 4'-0' 3'-10' 2'-8' 3'-2' 3'-10' 4'-4' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - J ISIM. WIFLOOR TRUSS 21 M � ISIM. SEE 21 ss � ISIM. SEE 21 s6 ISIM. SEE $MEET Sl.l FOR � m ss m ISIM. SEE � SHEET SI.I FOR 21 ss 21 (SM. SEE � ss 21 (SM. SEE � , ss 21 (SIM. WIFLOOR TRUSS J ss ss PARALLEL TO WALL) ■ SHEET Sl.l FOR ■ SHEET $I.I FOR ■ LINTEL SIZE) ■ SI ) ■ LINTEL SIZE) SHEET SI.I FOR ■ SHEET SI.1 FOR . TO � ■ PARALLEL WALL LINTEL SIZE) � II LINTEL SIZE) LINTEL SIZE) � LINTEL SIZE) 21 ■ ■ ■ I, ■ ', ■ ■ ■ 21 '" ■ F S6 e I' I I a F ■ S6 p v v v II v v 9 ■ a J i i I _ I J S6 r.; , 0 T 21 I ■ B (SM. W/FLOOR s6 TRUSS PARALLEL II s 1 e (SIM. W/FLOOR ss PARALLEL ■ To WALL) L L I' q.0q-0q_p 4'-0' 4'-B' - I � ■ II I ■ ■ ■ ■ _ T - 4'-B' , 4'•®' 4' 2' q'.p'- I - -- 21 ■ L ■ ■ ■ ■ ■ ■ 21 'Il a Q 0 ;� - - o a a o I- 0 - ■ o ' I 0 mco S6 S6 ■ v v v v v < ■1.0 S6 S6 21 s1.2 21 21 st2 21 21 s1.2 21 ISIM. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ (SIM. ■ W/FLOOR J ■ ■ OORPARALLEL621 21� 222222 2221 jj_LETO ' WALL)O WALL) ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 4'-4' 3'•10' 3'-2' 1'-a' 3'-�' 4'-0' 4'-0' 3'-10' I'-0' I' -I' 3'-10' 9' 8' 3'•10' I'-2' I'-0' 3'-10' 4'-0' 4'-0' 3'•10' I'-0' I'-2' 3'-10' 8' 8' 3'•I0' I'•2' I'•0' 3'-I0' 4'-0' 4'-m' 3'•I®' I'-0' I'-7' 3'-10' 3'•10' I'-1' I'-0' 3'-10' 4'-0' 4'-®' 3'-10' 2'-a' 3'-2' 3'-10' 4'-4' 8'•10' 5'-B' 5'-B' 8'-10' B'-10' 5'-B' 5'-8' 8'-10' a'-10' 5'-a' 5'-a' a'-10' 65'•4' 65'-4' I i I I SC� ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i i O N W 0 � � M O zO Q Q L L z Q�� z� w J Ln JLn Ln ------ ---- -- - --- - W U O U i Z I 0z� I �O� o ' U Z I Q _ U J W � TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION.- - 2011-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES 01-13-11 2.00 ADDED UNIT _ 1529 ST. JOHN -. VERSION NO. 2.00 / 01.13.11 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 o IRWIN J. BENSON, P.E. #49758 ENO) g,,SEAI: r, O •• Y ' f a � . 01 2�� s C) STATE C) �L - --wee C� : �� C1f's i t�� ..'• e-S�w 11f1 e S se!9,T�rw�00R STRUCTURAL PLAN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.1 1 DRAWN BY: DZ/LV REVIEWED BY: TH II S1.2 0 r O O T' O O 1 O T f