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GG GG `- n- 3 G 9 GG GG 9 S3 n 1 ,I 1 II — - 1'-0 TO SIDE * 1 0 TO SIDE ■ 1 0 TO SIDE ■ 1'-0 TO SIDE OF COLUMN 3 -10' ■ - OF COLUMN I OF COLUMN 3'-10' 3'-10' OF COLUMN f !_ ■ 6 �o GG S3 G3 cs� 6 Ijl F 5 - 4,-- r l - 5M W/ 1Fd155 \ \ Z C1 I I I I i t I I I ■ I I ■ AFf. - - - - I `- - --- � BAB. • BAB. a 1 - I I _ L J r - --- AFf. AFF. - �^ - -- i I l_ 1 �j Ib'xlbk24' NIG+1 V I BA8 8' BAB. W l 1 BAB. a $, a 8'_m I U �� I �� 1 1 I r, �(o 1 1 1 5 coLurt� BASE i ■ 8'-0' ■ AFF. _ l W/ IZ Rm11�J L _ - - OFF. L L i 1 1 OFF. APE 8'-0' � O I I O G I ! ---- � I IF 11 n (�`� C - - -- - -- � I ■ ■ ■ ■ g ■ ■ - ■ ■ ■ ■ - - ■ ■ ■ ■ ■ ■ ■ ■ � B ■ ■ _ _- - ■ ■ ) O I Q PILA5IER ABOVE � I �1-� __ ■ S1.1 B ■ ■ ■ ■ 8 S1.1 ■ -- .. I O 6 O I - `I ■ S1.1 S1.1 ■ -� I `_- B B ■ c 1A 1 1 `u F/1'A I i 11 1 ---- - --- 11 s3 11 - - - ■ - - - - 11 s3 11 --- - ■ ---- — — .n — — — -- — -- — — 1 - -- - 1A 2 - - - --- 2 a � 2 ■ 2 1A - _Y-iAV_- - S3 ; .. T ■ .. S3 - - - - - - - L—J ----- CONE PAD ■ ■ - -- - ■ ■ ■ --- ■ ■ - _ ■ ■ i ■ i -- - - ■ ■ _ ■ ■ - ■ ■ ■ -- - - ... ■ ■ _ - -- --�-- I ' r — 4 4 1 1 4 4 8'-2. 8' 8' 6-1' 8'-2' 8' 8' _ 8'-2. (SIM. W/FLOOR 8' 10' 5' 8' 5'-8. 8' 10' 8'•10' 5' 8' 5'-8' 8'-10. 8'-10, 5'-8' S'-8' 8'-10' 1 S5 PARALLEL 1 ____ TO WALL) 14'-6 - — - ---- 14'-6' W-b' 65' 4' 65'4 L 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 1 1 S t FLOOR STRUCTURAL PLAN VAPOR BARRIER BEHIND MASONRY WALL ( / 5C4LE : 3/I11 = -0 ) GIRDER Ti .r I' X P.T. BASE a P.C. LINTEL PER PLAN / `-(3) Sd TOE NAILS /4' 2X4 P.T. LEDGER W/1DIA J/ X 2 3/4' TAPCON5 6 8' 0/C. MASONRY WALL WALL SECTION J 5,74E N r.5. 1/1(o' O.SB FIRERATED OR REG. PER ROOF PLAN SEE ROOF NAILING 5CHED. ON SHEET SNI PRE-ENGINEERED ROOF TRUSSES s 24' 0/C MAX. U5P HTA20 OR EQUAL .ATI 8'-0' AFF. L PRE-ENGINEERED GIRDER TRU55 TOP CHORD W/ Y4' x 2)/4' TAPCON5 ,s 8' O.C. INTO CMU USP MP34 9 EA. TRU55 /-PRE-ENGINEERING TRJ55 W/3'-O' CANTIVELER MAX. (2) I6d TOE NAIL INTO GIRDER is EA TRU55 1/16' 0,513. W/ 8d 6 8' O/C 4 CEILING DRYWALL ON TOP W/ 1-3/6' DRYWALL NAILS OR DRYWALL BEAM PER PLAN 5CREW5 e 1' 0/C. ENTRY ONLY. PRE-ENGINEERED GIRDER TRU55 BOTTOM CHORD WIYa' x 2%' TAPCON5 0 8' O.C. INTO CMU DIM. VARIES SHED ROOF @ S.G.D./ENTRY DETAIL 6CALE : N.T.S. 1-3/4' OR 2-1/2' PLYWOOD OR 055 FILLED CELL W/ lU 05 VERT, MASONRY WALL (2) 2' x 6' BEAM W/ (6)11 COMMON NAILS 9 EACH END ATTACH 2' x 6' J015T TO BEAM Wl (6J 10d TOE NAILS s EACH END MP) 2' x 6' JOIST 6 24' O.C. MAX. NOTE: 1) PLATFORM 15 DESIGNED FOR A MAXIMUM WEIGHT OF 250 Ibs• 2) ALL WOOD MEMBERS ARE PRESSURE TREATED 3) REFER TO RETROFIT FILLED CELL DETAIL IF FILLED CELL DOES NOT EXIST 2' x 6' S.Y.P.' 2 Wl (6)10d COMMON NAILS is EACH END 4' x 4' P05T W/ 1/2' DIA. ANCHOR BOLTS Q 24' O.C. INTO FILLED CELL Wl l U 5 VERT. 0D ALT A/C PLATFORM DETAIL SGALE DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com i o 0 Lu O Lr) C- � ,--I Ln j C z Qm'� -a Tn pu Do-TZ00 --, zLn E Lu _j W z o 0 LD V) --� w U O U Z O C � U Z V) U _Q 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 ULSIGN IS VALID TOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT rROM LENNAR CORPORATION. 2010-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E...111'WM1'*8v._ -'SMET TITLE: 1st FLOOR STRUCTURAL SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ/LV REVIEWED BY: TH sil