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a <br />J <br />ti <br />LL <br />H <br />c <br />PPAP I Ai\lA.l npnPPFn RFAMC�. <br />!L <br />0 <br />LLJ <br />LL <br />7C <br />H <br />o LU <br />LL <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• - - - BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• — — — LOCATION AND EXTENT OF 5HEARWALL <br />• I: :I EXTENT OF OVERFRAMIN6 <br />• ,m -- - - ---INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />ID (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NO PLAN <br />SCALE: 1/4' I'-0" (22x54 SHEET) <br />SCALE: 1/5'*'-0" (110 SHEET) <br />FORMS <br />ROOF FRAM I N6 <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />' ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, <br />EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 %"xO.113" <br />RIN6 SHANK NAIL5 (R5R5-01 OR EGUIV) ® 6" O.G. AT PANEL ED6E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG <br />TRU55E5 w/ RIN6 5HANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALON6 UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FA5TEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND IN5TALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 I <br />GUIDE TO 600D PRAGTIGE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 5HOP DW65. 5HALL BE 5UBMITTED TO ARCH 8 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH i 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LED6ER <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPLIFT GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15, <br />5I MP50N 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 />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLU5H BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51 B I L I TY OF THE EN61 NEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTORS PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT <br />GONNECTOR5 IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWING 5HALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PECIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES I$ SCHEDULES <br />seal:,G r-*A����� <br />® • �e o <br />• 0 77824 ae <br />aw. • �• <br />o e B Z <br />STAGE OF ,` <br />© copyright : MULHERN IS KULP <br />Structural Engineering, Inc. <br />acD <br />z <br />JUJ <br />w <br />w <br />Z <br />o <br />M <br />�co <br />z <br />a <br />w <br />J <br />0 <br />Q <br />ZCC <br />= <br />Q� <br />U <br />d, a <br />f— <br />E <br />: w <br />cn <br />5 3 <br />-� <br />m E <br />4 <br />Q • <br />J� <br />Z <br />�d <br />C3 <br />W <br />CP <br />e <br />M �h <br />N.1 <br />C N <br />CC <br />Ch C1 <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />�J S B <br />drawn by: <br />p R <br />issue date: <br />1 0-04-21 <br />REVISIONS: <br />date: <br />initial: <br />05/11/22 <br />Dip, <br />z <br />o� <br />sheet: <br />0 <br />0 <br />ti <br />W <br />(D <br />Q <br />z <br />� <br />0 <br />CL <br />J <br />z <br />a <br />� <br />O <br />0. <br />�Q <br />C� <br />J J <br />Sm 1.3 <br />