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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-ENGINEERED WOOD TRU55 <br />TO BE PREPAIRED BY OTHERS <br />(AB REQUIRED) <br />1/2' x 7' WEDGE ANCHOR (MR $ EAR = N&) � <br />NOTE: STAGGER ANCHOR5 FROM OPP051TE <br />510E <br />M015TM BARRIER <br />-IN5TALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER <br />-REFER TO DETAIL A/BI2 FOR MASONRY 6TEP5 DIMEN510N <br />�� GIRDER @ PARTYWALL <br />SCALE : N.T.S. <br />214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE <br />(D__ROOF FRAMING PLAN <br />UBP NFM 35XI6U <br />18'-8' AFT, <br />Moo' IfI'M*U) GRAVITY CAPACITY = <br />59550 UPLIFT CAPACITY = 34W <br />IF a . <br />9GFItPTAI IG UNLT. <br />BE TRUSS PROFILE FOR ACTUAL TRIM <br />(,—'� RAISED HEEL TRUSS SECTION <br />SCALE : N.T,S. <br />214 D - MARTINIQUE <br />214 C - SIESTA KEY <br />214 A - ST. CROIX <br />214 B - ST. CROIX <br />4f? -- 0 <br />E1 if - - <br />IEDANSCO <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.donscoengineehng.com <br />CA 25948 <br />o <br />CD <br />Ln <br />z�; <br />O�� <br />j o) tD <br />z am�� <br />d I <br />M <br />L <br />0 LL <br />z ,1 <br />00 <br />Z E a <br />W <br />W~ <br />W <br />z <br />JCD <br />W U <br />:�j v) <br />O U <br />_ C/) <br />z <br />Z <br />0 <br />O <br />Q <br />C ' <br />0 � <br />Z V) <br />Q� <br />U <br />,J <br />� <br />W <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 2006 & 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 IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />O 2008-THESE DRAWINGS AND DESIGNS ARETHE 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 <br />DESCRIPTION <br />VERSION NO. 1.00 /10.10.07 <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 />JUL o 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 />S202 <br />C,e) <br />0 <br />Z <br />J_ <br />m <br />C <br />N <br />O <br />N <br />CV <br />1 <br />L J <br />1 <br />O <br />M <br />r^ <br />L <br />r <br />