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LEGEND <br />ROOF FRAM I N6 <br />FA5- <br />DRO <br />PER <br />0 <br />r- <br />nnunnn <br />• = _ = _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />•--- - - - INDIGATE5 1/5"xl" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />El (5EE NOTES) <br />-1 L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />4xb P.T. <br />POST <br />PROVIDE (1) <br />51MP50N G520 <br />5TRAP ON EAGH <br />EXTERIOR FAGE <br />OF P05T, cl" MIN <br />END LENGTH <br />DROPPED <br />BEAM5 <br />PER PLAN <br />REAR A00P LANAI <br />TYR. BEAM TO P05T CONN. <br />SCALE: S/4"=1'-0" <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 5HALL BE 7/16" MIN. 055/PLYWOOD 5HEATHIN6 24/1( <br />EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" <br />RIN6 5HANK NAIL5 (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 <br />TRU55E5 w/ RIN6 5HANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 5AY5 FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP5ON VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERW15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 8 TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH It SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FASTENED TO FRAMING w/(2) 3"4.131" NAIL5 0 16" O.G. <br />UPL I f'4T GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON515ILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/11-I-2014 <br />"NATIONAL DE516N 5TANDAR05 FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWIN6 5HALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />NO <br />IV f — <br />?TE G. - <br />copyrigfiYo HERN & KULP <br />§�ructurkEngineering, Inc. <br />z <br />J� <br />w <br />w <br />z <br />c <br />t� <br />rn <br />z <br />w <br />J <br />Q <br />a <br />d <br />Z= <br />� <br />Qo <br />C <br />�- <br />E� <br />w <br />'5 <br />=a <br />j <br />0° E <br />�J <br />1 <br />W <br />� <br />Y <br />y <br />L" <br />o <br />e <br />m _ <br />g N <br />12 CC <br />c+) a <br />7 <br />M&K project number: <br />068.2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: `j 0- `I 2-20 <br />REVISIONS: <br />date: initial: <br />d <br />a <br />O <br />LL <br />a W 0 <br />Q z <br />0 p x <br />z IL <br />U) <br />(n <br />LL w c� <br />oLL LL <br />5) LU° p U) <br />0 LL oz <br />-NIS CL JJ <br />R00� �R*M 1 NI6 PLAN <br />SCALE: 1/4'*'-0" (2244 SHEE <br />SCALE: 1/8"=1'-0" (IIXII SHEET) <br />sheet: <br />Sm 1.3 <br />