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LE6ENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: • : : I EXTENT OF OVERFRAMIN6 <br />LL'i -'J <br />• - - ---INDICATES I/8"A" SAW GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />1 <br />L <br />U <br />J <br />L <br />14 <br />D) <br />D <br />L <br />U <br />J <br />L <br />ROOF FRAMIN6 <br />• SEE ROOF TRU55 UPLIFT GONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 056/PLYHOOD SHEATHING 24/6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL ED6E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER NTGA rf TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRUSSES." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORGH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING GONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />HOOD STUD HALL/HOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD NALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI(b <br />BEAM BEARING ON GMU NALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />�e a(��� �P.•�,�c•E IV <br />o 4 \ z <br />rt <br />E OF <br />• 3 <br />.0i �'. A ; ,jib v�v <br />NAL ENN% <br />© copyright: MULHERN KP�21 <br />stru <br />CD <br />z <br />JLU <br />W <br />w <br />Z <br />�C— <br />Z <br />z <br />w <br />+� <br />a <br />z <br />.n <br />W� <br />cn <br />Q) <br />Q <br />m E <br />A <br />o <br />z <br />W <br />p <br />o <br />COm <br />W <br />C N <br />M&K project number: <br />068-2001 1 <br />project mgr: .J S B <br />drawn by: D R <br />issue date: 1 0-1 9-21 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />z 0 <br />J <br />X� J LL <br />---Z----� w U) <br />Q z <br />0 x <br />z a <br />Q a <br />ROOF FRAM I N6 PLAN J <br />SCALE: 1/4"=1'-O" (2244 SHEET) i LL <br />SCALE: 1/6"=1'-O" (IlxI1 SHEET) <br />LL <br />O 11" U) <br />� <br />0 0 Z <br />x JJ <br />sheet: <br />SmI.3 <br />