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LEGEND <br />ROOF FRAM I N6 <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARNALL <br />EXTENT OF OVERFRAMIN6 <br />•— - - —INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNECTOR5. <br />• ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 0513/PLYNOOD 5HEATHIN6 24/16, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/e"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) o 6" O.G. AT PANEL EDGE5 $ <br />o 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIR5T 2 TRU55 13AY5 FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UN5UPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMING. <br />TR155 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 o 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I <br />"GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLING 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP ON65. 5HALL BE 5UBMITTED TO ARGH $ EN(5. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORGH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAIL5 o I6" O.G. <br />UPLIFT CONNECTORS <br />BEARING GONDITION <br />TRU55 <br />GONNEGTOR <br />TH <br />LEN51N6LE <br />< 15' <br />51MP50N H2.5T <br />ROOF TRU55 BEARING ON <br />> 15, <br />51MP50N HIOA <br />WOOD 5TUD WALLMOOD BEAM <br />ROOF C71RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM. <br />51%LE ROOF TRU55 OR PORGH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLU5H BEAM OR <br />ALL <br />(2) 51MP5ON HETAI6 <br />FLU5H G.T. B%. ON GMU WALL <br />ALL BEARING POINTS OF EAGH ROOF TRU55 5HALL BE CONNECTED <br />tNITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDAR05 FOR METAL PLATE GONNEGTEO WOOD <br />TRU55 GON5TRUGTION". MrtK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWING 5HALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOA05 SHOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />SO <br />No 777824 <br />i / y <br />STATE OF <br />�RIC <br />�� <br />© copy <br />z <br />J� <br />w <br />w <br />\/ z <br />z <br />w <br />J <br />Q <br />ZF- <br />cc U <br />W� <br />C/) <br />x -J <br />_J N <br />Z <br />W <br />y <br />W <br />cc <br />MF <br />M&K project number: <br />O <br />C9 <br />Q 8 <br />A Q <br />C <br />3� <br />m E <br />cc <br />op N <br />M Q <br />068.200 1 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 12- `j 5-20 <br />REVISIONS: <br />date: initial: <br />q) <br />� 0 <br />1i <br />V w <br />a W � <br />C) 0) <br />z <br />I \ \ I �. I <br />----------- ---- <br />\ HIP GIRDER TRU55 <br />\ \ U) <br />HIP GIRDER TRU55 \ 4 <br />ftl= <br />HIP GIRDER TRU55 I I (51M.) I ~ O4 � z U <br />w T*wo5D-2 i W ��1�+� '�� LO <br />LL..-__ -- -_- -_- -I - - - - - 0 z <br />— — — F•� ..._I J <br />ROOP PRAM I N6 PLAN <br />WALE: 1/4"= I'—O" (2244 SHEET) <br />WALE: 1/6"=l'-O" (IIXI1 SHEET) <br />sheet: <br />Sw 1.3 <br />