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4 <br />QFAQ I AmAl npnppr-n RFAMC�. <br />LEGEND <br />• = = = = =i BEARING WALL ABOVE <br />• BEAM / HEADER <br />• ` M LOCATION AND EXTENT OF 5HEARNALL <br />• I: • : : I EXTENT OF OVERFRAMIN6 <br />o -- -- ----INDIGATE5 I/8"A" 5AN GUT GONTROL JOINT <br />ID <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYNOOD 5HEATHIN6 2% <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.115" <br />RIN6 SHANK NAIL5 (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 8 DRA6 <br />TRU55E5 w/ RING SHANK NAIL5 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALON6 PANEL E96E5 AT FIR5T 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" 5TYLE CLIPS ALON6 UN5UPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW w/ <br />51 MP50N VTGR GL I P5 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP DN65, SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH 8 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 5'xO.151" NAIL5 0 169" O.G. <br />UPL I FT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />HOOD 5TUO WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />HOOD STUD NALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLU5H BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLU5H G.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINT5 OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON515ILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED HOOD <br />TRU55 GON5TRUGTION". M8K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRANIN6 SHALL <br />5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOA05 5HONN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SGHEDULES <br />seal: `i�►1111l1l��r� <br />/ffz <br />Gk <br />+� JSTATE OF <br />� <br />O co <br />rng\Inc. <br />ocD <br />z <br />J� <br />W <br />z <br />z <br />CD <br />z <br />W <br />J <br />Z= <br />U <br />WF- <br />W <br />4C <br />Jz <br />W <br />y <br />W <br />MF <br />M&K project number: <br />068-2001 1 <br />project mgr: J s B <br />drawn by: BC <br />issue date: 05-1 1-21 <br />REVISIONS: <br />date: initial: <br />0 / o <br />r---------i <br />� 1 <br />I I I I <br />I I I ----------- - ;I I .J <br />LU <br />o / I.L <br />vLL <br />a' W C� <br />/ z <br />1 <br />HIP GIRDER TRU55 <br />4 / HIP GIRDER TRU55 I , 'Q <br />(51 <br />p I (51M.) I I HIP GIRDER TRU55 I < <br />o v 4 V"JI <br />`�' � <br />u I 5D-2 I I 0 0 <br />o W LL a <br />Sk �- p co Lo <br />0 0Z <br />1 i Q J J <br />ROOF �RAMING PLAN <br />SCALE: 1/4"=1'-0" (2244 SHEET, <br />SCALE: I/8"=1'-0" (110 SHEET) <br />sheet: <br />Spol.3 <br />