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IL <br />WOOD BEAM SEE PLAN FOR <br />CONK TO COLUMN <br />rDL. 9 10'-4' _ <br />AFF. (� <br />COLUMN SPACER <br />U <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 />R RRICANE STRAP <br />PER PLAN <br />:. O TAL. • <br />O 8'4 AFF. <br />CMJ COLUMN FILLED W/ <br />S5544 <br />T. SEE PLAN FOR 51ZE <br />C. (5QUARE COLUMN <br />IUN) <br />1' X P.T. BASE <br />SYSTEM <br />FLOOR <br />TRl15SES <br />P.C. LINTEL PER PLAN <br />2X4 P.T. LEDGER W/I/4' DIA <br />X 2 3/4' TAPCON5 6 8' 0/C. <br />MASONRY WALL <br />(3) 8d TOE NAILS <br />MASONRY WALL <br />1/I6' O.SB FIRERATED OR REG. PER ROOF PLAN SEE <br />ROOF NAILING SCNED. ON SHEET SNI <br />ROOF TRUSSES is 24' O/C MAX. <br />NTA20 OR EQUAL <br />s a <br />1 st FLOOR STRUCTURAL PLAN <br />SCALE : 3116' = I'-0' <br />VAPOR BARRIER BEHIND <br />GIRDER TRUSS <br />PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ <br />Y' x 2%' TAPCONS s S' O.C. INTO Ot <br />U5P MP34 s EA. TRJ56 <br />PRE -ENGINEERING TRU55 <br />W/34' CANTIVELER MAX. <br />(2) Ibd TOE N <br />INTO GIRDER <br />is EA TRUSS <br />1/16' 0,5.13. W/ 8d 6 S' O/C 4 <br />CEILING DRYWALL ON TOP W/ 1-3/8' <br />DRYWALL NAILS OR DRYWALL <br />SCREWS a 1' 0/C. <br />PRE-ENGINEERED GIRDER TRUSS <br />BOTTOM CHORD W/Y' x 2%' <br />TAPCONS 9 8' OL. INTO CM <br />BEAM PER PLAN <br />ENTRY ONLY. <br />1-3/4' OR 2-1/2' <br />PLYWOOD OR 06B <br />FILLED CELL W/ <br />lU 5 VERT. <br />MA50NRY WALL <br />a <br />r <br />(2) 2' x 6' BEAM Wl (6)10d COMMON <br />NAILS s EACH END <br />-ATTACH 2' x b' JOIST TO BEAM W/ (6) <br />10d TOE NAILS a EACH END (TYP) <br />6•� <br />2' x 6' JOIST s 24' O.C. MAX. <br />NOTE: <br />U PLATFORM 15 DE510a FOR A <br />MAXIMUM UEIGHT 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 V S.Y.P. 0 2 W/ (6) IOd COMMON <br />NAILS a EACH END <br />4' x 4' POST W/ 1/2' DIA. ANCHOR BOLTS <br />e 24' O.C. INTO FILLED CELL W/ (U 5 <br />VERT, <br />DANSCO 1. <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.danscoengineedng.com <br />CA 25948 <br />In <br />w � <br />z <br />0DC) <br />NNE <br />Q ri M <br />z <br />oJ�� <br />m M <br />d uj M <br />=LL.°0 <br />z °aa� 91-4 <br />0 <br />ZwE <br />w z3 <br />z <br />J � I <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />20D4 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 = t0.18) 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 />® 2008 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, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATELDESCRIPTION <br />VERSION NO. 1.00110.10.071 <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 />i <br />ANDREW D. HAROLD, I <br />P.E. #66715 <br />ENGINEER SEAL: <br />I <br />I <br />FEB 17 Z009 <br />i <br />SHEET TITLE: <br />1 st FLOOR <br />STRUCTURAL <br />SHEET INFORMATION: <br />JOB NO.: 290196 <br />DATE ISSUED: 10.10.07 <br />DRAWN BY: DZ/LV <br />M <br />0 <br />0 <br />N <br />1 <br />,N^ <br />Y J <br />1 <br />M <br />V-4 <br />L J <br />r-4 <br />ENTRY COLUMN TO BEAM <br />A SCALE : N.T,S. <br />a,LE : N. <br />WALL SECTION <br />B ScT.S. <br />SHED ROOF @ S.G.D <br />SCALE : KM <br />DETAIL <br />�LL/CPLATFORM DETAIL.T.S. <br />REVIEWED BY: TH <br />