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2x8 LEDGER FA <br />GMU W (2) Y4" 01 <br />LONG TAPGONS <br />C A GTCAI QC A AAr Tit <br />2ND FLOOR FR,4MIN6 PLAN <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: IN=1'-0" (110 SHEET) <br />LEGENP <br />• = _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• m � m LOCATION AND EXTENT OF SHEARNALL <br />EXTENT OF OVERFRAMIN6 <br />-- — —INDIGATES I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATES LOGATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE 501-I1? <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLVICAN / STRAP SCHEDULE <br />'MBOL 5PEGIFIGATION <br />FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF G.T. TO <br />GMU NALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" <br />5T-1 DIA x V4" LONG TAPGONS INTO GMU. DE516N AGGOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. <br />(U5E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.0) <br />ROOF FRAMIN6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />' ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYN000 5HEATHIN6 2446, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />RING SHANK NAIL5 (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 $ <br />®6 O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG <br />TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I <br />"G <br />UIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD NALUWOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD NALL/NOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD <br />TRU55 GONSTRUGTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-I6. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: ``e`�e��t11G�_► <br />�. <br />4 <br />;tIr:z <br />.gyp; T IF <br />© cop: �trl( <br />�� kW#11 ng, Inc. <br />az <br />z <br />JLU <br />W <br />LU <br />Z <br />CJ <br />c� <br />Z <br />W <br />a <br />+ a <br />� <br />H <br />9 <br />U <br />C) <br />Cr_ <br />. <br />Q <br />E <br />F- <br />cn <br />� a� <br />•2 j <br />J Z <br />D <br />W <br />o <br />Y <br />e <br />y <br />W <br />C <br />m <br />N <br />� a <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />J S B <br />drawn by: <br />DJ R <br />issue date: <br />01-13-2 2 <br />REVISIONS: <br />date: <br />initial: <br />03/11/22 <br />DJR <br />(D <br />Z <br />a <br />LL <br />0 <br />J <br />LL <br />Q <br />z <br />N <br />sheet: <br />J <br />W <br />0 <br />2 <br />0 <br />Ld <br />0 <br />Z <br />4 <br />d) <br />00 <br />I~ <br />0 <br />_1 <br />d <br />Q <br />a <br />0 <br />LL <br />Sm 1 .2 <br />