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214 A - ST. CROIX <br />214 B - ST. CROIX <br />2-PLY PRE-ENGINEERED GIRDER WEND <br />GRAIN BEARING, 2 x 6 WEB MIN. <br />PRE-ENGINEEiED WOOD TRUSS <br />TO BE PREPAIRED BY MIERS <br />L (A5 REQUIRED) <br />In' x 1' EDGE ANCHOR (MIK SIEAR -- 13400) 1 <br />NOTE: STAGGER ANCHORS FROM OPPOSITE <br />SIDE <br />MOISTURE BARRIER <br />-INSTALL BOLTS IN EVERY HOLE ON MANGER TI4ROUGIH GIRDER <br />-REFER TO DETAIL A/SIZ FOR MA50NRY STEPS DMN510K <br />(A GIRDER @ PARTYWALL <br />214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE <br />ROOF FRAMING PLAN <br />SCALE : 3/16' = 1'-ra' <br />LIP wl 39XIbU <br />SCALE : N.T.&. (USP 4i`Ci5x16W GRAVITY CAPACITY <br />MO UPLIFT CAPACITY - 34bV <br />� n-a aFF. <br />bL ftMAIIL MT. <br />SEE TRIM PROFILE FOR AG11AL TRt1SS. <br />(�„� RAISED HEEL TRUSS SECTION <br />&CAL£ : N T,S. <br />214 D - MARTINIQUE <br />214 C - SIESTA KEY <br />214 A - ST. CROIX <br />214 B - ST. CROIX <br />BLTILH hr,iTG GFF3, 1 <br />DANSCO <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.danscoenginee6ng.com <br />CA 25948 <br />o <br />CD <br />Ln <br />W <br />H <br />Z� <br />0� D <br />L <br />T>-I 0 M <br />Qm��' <br />T <br />z M <br />O 00 <br />Q 0 LJL 00 <br />zQ <br />CI.00 <br />Z� E <br />W <br />W�~ <br />W <br />z <br />J <br />w U <br />:�j v) <br />O U <br />z <br />Sle <br />ry O I <br />Q <br />I <br />Q I <br />Z (7) <br />QI <br />U <br />J <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2004 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2005 8. 2006 SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE R IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />0" 2008 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />O 20DB-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. 1.00110.10.07 <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 />�} <br />tom-- <br />A , 9 3 2008 <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />SHEET INFORMATION: <br />JOB NO.: 271318 <br />DATE ISSUED: 10.10.07 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />S2.2 <br />r <br />c� <br />z <br />0 <br />J_ <br />D <br />m <br />r <br />O <br />N <br />1 <br />C^ <br />L J <br />1 <br />O <br />M <br />r <br />L J <br />r <br />