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2x5 LEDGER Fa <br />GMU w/ (2) Y4" DI <br />LONG TAPGONS <br />QPAQ I AKIAI r)QnQvt=n PPAMG. <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• - _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: ; : ; : ; EXTENT OF OVERFRAMIN6 <br />• - - INDIGATE5 1/8"xl" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />ED (5EE NOTE5) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 5OLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLDOWN / 5TRAP SCHEDULE <br />rMBOL 5PEGIFIGATION <br />FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF 63. TO <br />GMU HALL w/ (1) 51MP50N M5TGM40 5TRAP w/ (12) y4" <br />5T-1 DIA x IY4" LON6 TAPGON5 INTO GMU. DE516N AGGOUNT5 <br />FOR REDUCED 5TRAP GAP. FOR SHORTER TAPGON5. <br />(U5E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) <br />ROOF FRAM I NO <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />' ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6, <br />EXP05URE 1. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/8'W.113" <br />RIN6 5HANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 8 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRU55E5 w/ RIN6 5HANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALON6 UN5UPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 0 24" O.G. <br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• EREGT AND IN5TALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I <br />GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED HOOD TRU55E5." <br />• ROOF TRU55 5HOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORGH 8 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FASTENED TO FRAMING w/(2) 3"4.131" NAILS 0 16" O.G. <br />U12L I f'2T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51 MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />HOOD 5TUD NALL/HOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />HOOD STUD HALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLU511 BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLU5H 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE EN61NEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED HOOD <br />TRU55 GON5TRUGTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5( E-1-16. <br />ALL UPLIFT GONNECTOR5 AND LOADS PER TH15 DRAHIN6 SHALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />5,`� r <br />, �P•.��G L NSF <br />• 0 4 <br />S T OF �•� F <br />o <br />R <br />© copyrig0RMeLHERN ��� <br />Structural Engineering, Inc. <br />oCD <br />z <br />J� <br />W <br />W N <br />CD <br />z <br />+� (D <br />Q .a <br />H <br />C) 4. <br />c <br />o� <br />WF Q) <br />X Q Q 1 <br />J~ <br />Z �o <br />I <br />W <br />c � cQ <br />y pm <br />W G N C. M C1 <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />drawn by: <br />issue date: <br />� J ,r, J B <br />DR <br />`j 0-20-2 `] <br />REVISIONS: <br />77initial: <br />date: <br />11/02/2021 <br />EMG <br />i <br />� <br />IL <br />d <br />Ll <br />-PLY 1 3/4 x Q <br />LVL FL 5H <br />----- ---- - .. <br />,J <br />LL <br />10(o — 5T-1 <br />31 <br />� <br />'—ii�U) <br />w � <br />� 5D-2 <br />� <br />O <br />3 <br />SD-2 <br />0 <br />L <br />0 <br />0 .J <br />� <br />LL <br />U <br />@ <br />2ND FLOOR �R*41 NI6 FLAN <br />a <br />z <br />4� 11 x <br />SCALE: 1/4"=V-0" (22x94 SHEET) <br />z <br />> 0 Z <br />SCALE: 1/6"=1'-O" (IlxI1 SHEET) <br />IN <br />_ <br />,, J J <br />sheet: <br />Sm 1.2 <br />