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PA. -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 PREPARED BY OT4ER5 <br />L (45 REQUIRED) <br />1/2' x 7' WEDGE ANCHOR (MIN. SPEAR = 1340*) <br />NOTE: STAGGER ANCPOR5 FROM OPPOSITE <br />SIDE <br />MOISTURE BARRIER` <br />NOTE: <br />-INSTALL BOLTS IN EVERY POLE ON HANGER TPROUGP GIRDER <br />-REFER TO DETAIL A/512 FOR MASONRY STEPS DIMEN510N. <br />1 GIRDER @ PARTYWALL <br />SCALE : N.T.S. <br />KLEG3 W/TOP <br />FLANGE DANGER <br />18'-V AFF, <br />(USP KLEG3) GRAVITY CAPACITY = <br />113201 UPLIFT CAPACITY = 4835$ <br />I,� l-4' A.FF. <br />5GHtMAIIC; UNLT. <br />5EE TRU55 PROFILE FOR ACTUAL TRU55. <br />r,_�RAISED HEEL TRUSS SECTION <br />SCALE : N.T.s. <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.donscoengineering.com <br />i <br />O <br />O <br />Ln <br />w I <br />o�� <br />o>rn%D <br />Z�ujM00 <br />LJi°D <br />z 00 <br />zL~n E� <br />W _j ~ <br />z <br />O <br />kD <br />V) <br />LLJ <br />U <br />_ V) <br />Z v) <br />� G <br />O— I <br />Z < <br />Q <br />Q <br />I <br />CL I <br />I <br />d <br />U <br />) <br />Z v <br />I , <br />Q U <br />w V) <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 VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />2009 LEN NAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />2009-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 />DATE DESCRIPTION <br />09-29-09 1.00 2D07 FBC UPDTATES <br />I <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 />Ej IRWIN J. BENSON, <br />P.E. #49758 <br />ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGINEER SEAL: <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />SHEET INFORMATION: <br />JOB NO.: 291041 <br />DATE ISSUED: 09.28.09 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />S2,92 <br />—1 <br />