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3 <br />T.S. <br />rRAMES <br />A 4BOG 'CIE <br />DEC., <br />B 1 S. FRAMES —+1 <br />A RADIUS \� <br />DOUBLE +OSt <br />AT WALL <br />MC 10.6 5 BEND J �, <br />TO RADAiS <br />RE ARC" <br />01/10/2014 <br />-6- <br />j 13'- 31 <br />I A.I( LCU. <br />1 1 17-1 ij I ,1S-s j t2'-n j 34-1 <br />'-5 1 <br />t1 <br />416 A 48'OC II <br />I <br />p� E-3 C <br />THESE BEAMS _ I o• u <br />1 uLST ALIGN W/ 'O <br />AS. SHEARWALL • I <br />® I( <br />y 6Y, . 27 GLB 6Y. • 19% _ "6» 2a GLB I 6. . 2?N GlB •; 6 27 CLR. <br />I JO3 - J <br />6-20' TJI/40C �I r <br />m <br />A 2a'OC <br />IS I I P� I O O O <br />M- <br />(1a —5Vi I o 0 0 0 c <br />�41CO I I S ROWS — I f a t <br />ROOF Oa A a"OC <br />}, TYP_ GRID �i,I " 605 /IANGER R00F� <br />ly * , - �l <br />SN 22V, OLG 5111 22Y1 GLO ' N 22" GLB 5N 22» GLB . 6 V. 30 GLB <br />�I l�_t� ;IiI II►I <br />•-7-• t-a 0-< 1 <br />T.S. SIGN FRAME I I <br />�N EXISTING ROOF FRAMING PLAN PARTIAL NE ELEVATION <br />C 6.8 2 <br />SCALE: 1/I6' = l'-0" " <br />N(Al" 1) ELEVATIONS SHOWN THUS' ( j ARE TO TOP OF FRAMING <br />(BOTTOM Or PLYWOOD) ABOVE REFERENCE DATUM <br />2) ELEVATIONS S,IOWN THUS. < > ARE. TO TOP OF MASONRY <br />(DOTTON OF PRATE) ABOVE REFERENTS DATUM. <br />