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6 <br />2X4 CROSS -BRACING © RIDGE <br />20'-0" MAX F <br />` �\ <br />-- <br />-- <br />ci <br />w <br />- <br />- <br />- <br />- 6 <br />- <br />= <br />O <br />x <br />Q <br />Q <br />a <br />� <br />_ <br />- <br />- <br />�\ <br />-I <br />Q <br />\� <br />-- <br />-- <br />- ^I <br />a <br />m <br />I <br />Q <br />------------ <br />i <br />� <br />d <br />w <br />SEE TRUSS MFR. CUT SHEETS FOR ADDITIONAL BRACING <br />THAT MAY BE REQ'D. <br />REQ. MINIMUM TRUSS BRACING <br />2X6 #2 SYP VALLEY FRAMING 0 2'-0" <br />O.C. <br />2X8 #2 SYP RIDGE BEAM <br />PLYWD. SHEATHING <br />�- TOP/BOTTOM CHORD <br />END BRACING 0 48" <br />MAX. FOR THE FIRST <br />OF TRUSSES <br />w <br />�— CONT. BOTTOM CHORD BF <br />(1 "X4" MIN.) 0 10'-0" t <br />TRUSSES BELOW SHEATHED PRIOR TO <br />VALLEY FRAMING INSTALLATION OR <br />6'-0" O.C. TOP CHORD <br />SIMPSON VTC2 VALLEY CLIP ® EA. RAFTER, TYP. <br />VALLEY FRAMING DETAIL <br />SCALE: 1 /2" = 1 ' -O" <br />SIMPSON H10 OR APPR' <br />AT TRUSS TO TOP PLAT <br />CONNECTIONS, TYP. <br />30 YR. ARCHITECTURAL <br />SHINGLES, FL 85 OR E( <br />USE CONT. THREADED RODS <br />BOLTS 12" FROM CORNER`. <br />O.C. EXTERIOR W, <br />SIMPSON LGT2 OR EQUI <br />GIRDER CONNECTIONS, I <br />MANUFACTURER'S SPECII <br />WIND. DESIGN INFORMATION <br />1. Wind Speeds of 110 MPH <br />(ENCLOSED) <br />-68.3 <br />)N <br />(FORM <br />AF'HKVU. LU. HIN .Mll JVIV ii,v vn nl i INVU. <br />JACK CONNECTIONS, <br />EQ. HIP JACK CONNECTIONS, TYP. TYP <br />ROOF PLAN <br />SCALE: 1 /4"=1 ' -O" <br />ALL WOOD CONNECTOR ANCHORS BY <br />SIMPSON STRONG -TIE COMPANY OR <br />EQUIVALENT, FL 474. <br />TRUSS MANUF. TO PROVIDE SEALED <br />TRUSS DRAWINGS, INCLUDING BRACING <br />D ETAI LS <br />LY GIRDER <br />-ENGINEERED TRUSSES, INSTALLED <br />14" O.C. PER MANUFACTURER'S <br />CIFICATIONS <br />CONT. THREADED RODS OR HURRI <br />TS 12" FROM CORNERS & 8'-0" <br />EXTERIOR WALLS ONLY <br />'SON LGT2 OR EQUIV. ® EA. <br />)ER CONNECTION, INSTALL PER <br />UFACTURER'S SPECIFICATIONS <br />1-�-1 co <br />N <br />w Lo Lo d� <br />•coN <br />CO 00 <br />Ewe <br />cn <br />.� O <br />GQ � LOCO z <br />�, w <br />w <br />co <br />cl <br />Na <br />0 <br />w <br />co <br />LL- (D <br />o 2_ a) r a <br />c CL <br />W <br />c � N <br />cc c m <br />Q0o <br />N E O <br />CV <br />•� cp <br />� � U <br />c C <br />O <br />= z <br />o <br />CU <br />c o �c <br />cu N Woo <br />m <br />Cam.) OVCD <br />O m Ei <br />W N <br />U Q cM <br />Z J CO <br />-J J <br />J LL <br />m Y J <br />U 0 � <br />LL � � <br />U LU <br />J 0- <br />00 W <br />N <br />2 <br />t— <br />W LU <br />Q n <br />J � r <br />m 00 <br />M <br />W co <br />O Q <br />Q � � <br />co <br />Z � � <br />O W °O <br />U (' <br />J Q <br />J <br />J <br />W � <br />Z <br />W <br />C7 <br />REVISIONS: <br />Issue Date: <br />11 /28/11 <br />ROOF PLAN <br />B9 <br />