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LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />*°- -- ------INDIGATE5 I/8"xl" 5AN GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />ID (5EE NOTE5) <br />J L METAL HANGER <br />IN0I6ATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />IN <br />0 <br />0 <br />r <br />ROOF FRAMINC6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHING SHALL BE 7/16" MIN. 055/171.YNOOD 5HEATHING 24/6, <br />EXP05URE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/b"x0.113" <br />RING SHANK NAIL5 (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL ED6E5 8 <br />0 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END 8 DRA6 <br />TRU55E5 w/ RIN6 SHANK NAIL5 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 5G51 I <br />" GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLINS d BRAGIN6 <br />OF METAL PLATE CONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH & EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• 5UPPORT PORGH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"4.131" NAIL5 0 16" O.G. <br />UPL I fT GONNEGTOR5 <br />BEARING GONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 5EARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORGH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EAGH ROOF TRU55 5HALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON515ILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED HOOD <br />TRU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-7-10. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />0 Dill— <br />seal: <br />No <br />S TE OF >� . <br />V <br />© copyright: MULI EW&ftivo I p l W <br />Structural Engineering, Inc. <br />Lo <br />z <br />z <br />JLU <br />w <br />w <br />Z <br />o <br />c0 <br />rn <br />z <br />w <br />J <br />N a <br />Q <br />Z= <br />Qo <br />U_ <br />. <br />4 <br />c E <br />LU� <br />cry <br />CZ <br />•� ICZ <br />M E <br />Z <br />Co <br />W <br />p <br />Y <br />o <br />y <br />LY <br />m` <br />Cm <br />Cr) d <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: MJT <br />issue date: 10-0 9-2 0 <br />REVISIONS: <br />date: initial: <br />05/20/20 K6K <br />10/OQ/20 <br />V I 2 2x6 y 2)2x6 2 2xl 'Q <br />— u — — — —�— <br />�25 I 0 <br />�-2 I I.L <br />-------� a W C� <br />Q Z <br />0 x <br />z a <br />(n <br />� Q U) <br />ROOF FRAMING PLAN J <br />SCALE. 1/4'*'-0" (2204 SHEET) i i � U <br />scALE: 1/6"=1'—O" (110 SHEET) <br />0 �UQ <br />0 <br />�e <br />x Ld �z <br />0� <br />i <br />sheet: <br />SmI.3 <br />