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IYA'_A� <br />1370 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX <br />1371 - ST. CROIX 1371 -ST. CROIX <br />ROOF FRAMING PLAN <br />2-PLY PRE-ENGINEERED GIRDER WEND <br />GRAIN BEARING, 2 x 6 WEB MIN, <br />PRE-ENGINEERED WOOD TRUSS <br />TO BE PREPAIRED BY OTHERS <br />L (AS REQUIRED) <br />1/2' x 1' DEDGE ANCHOR (MIN, SHEAR = 1340°) <br />NOTE: STAGGER ANCHORS FROM OPPOSITE <br />51DE <br />M015TURE BARRIER <br />NOTE: <br />-INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER <br />-REFER TO DETAIL 4/6U FOR M45ONRY 5TEP5 DIMENSION. <br />KLEG3 WITOP <br />FLANGE HANGER <br />18'-8' AFF. <br />If _ 1 4' A.F.F. <br />If <br />5CHEMATIC ONLT. <br />5EE TRU55 PROFILE FOR ACTUAL TRUSS. <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 />1E <br />O <br />Ln <br />w <br />z�o <br />o�tD rn <br />zam�� <br />r1 <br />� <br />aOL-'L-°P <br />CO <br />z <br />< CL <br />Z� Eo <br />w <br />WW3~ <br />z <br />o <br />mi <br />to <br />V) <br />Lu U <br />V) <br />O U <br />_ v) <br />Z <br />3� I.-� <br />0Z:�i <br />moo? <br />Q <br />IL ` <br />C <br />Z V) <br />i <br />Q U <br />w ` <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 = ±0.18) 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 />2009 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />2009-THFSE 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 />DATE DESCRIPTION <br />09-29.09 1.00 2007 FBC UPDTATES <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 />7-xJL <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />SHEET INFORMATION: <br />JOB NO.: <br />290941 <br />DATE ISSUED: <br />09.28.09 <br />DRAWN BY: <br />DZ/LV <br />REVIEWED BY: <br />TH <br />L0 <br />4 <br />tb <br />H <br />J <br />H <br />m <br />0 <br />0 <br />N <br />N^ 1 <br />Li J <br />I <br />0 <br />M <br />,a�i <br />L / <br />V -1 <br />GIRDER @ PARTYWALL <br />SCALE : N.T.S. <br />!LISP KLECs3) GRAVITY CAPACITY = <br />11320' UPLIFT CAPACITY = 4835' <br />RAISED HEEL TRUSS SECTION <br />SCALE : N.T.5. <br />S2.02 <br />