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ei <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARNALL <br />7--.-.-.71 <br />• 1:::::::::1 EXTENT OF OVERFRAMIN6 <br />L--: 'J <br />•---- - - ----INDICATES I/8"xl" 5AN GUT CONTROL JOINT <br />INDIGATES LOCATION OF REINFORCED GMU GORE <br />ED (5EE NOTES) <br />J L METAL HANGER <br />I- <br />1L <br />O <br />w <br />4 <br />v <br />0 <br />IN <br />INDIGATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NC6 <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF 5HEATHING SHALL BE 1/16" MIN. 056/PLYHOOD 5HEATHIN6 24/1, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/a"x0.113" <br />RING SHANK 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/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE SPEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BC51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. <br />UPL I r-T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51 MP50N H2.5T <br />SINQLE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD HALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />HOOD STUD NALL/NOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU HALL <br />ROOF 6.T., FLUSH BEAM OR <br />L <br />(2) SIMP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE-516N <br />THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWING 5HALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR Tl'PIGAL <br />STRUCTURAL NOTES S SCHEDULES <br />seal: �o�1IIII11/1,, *W <br />No 4 -� <br />%0' <br />i <br />ice/ _ 10?='•Cj� ���` <br />© Co K <br />�g A 1 ' g, Inc. <br />a� <br />z <br />LU <br />W <br />W <br />z <br />N <br />CD <br />z <br />W <br />d <br />+� <br />m <br />Z= <br />f- <br />.n <br />c) <br />li <br />• A <br />o. <br />c <br />m <br />Uj <br />E <br />=� <br />a <br />m E <br />a� <br />=J <br />z <br />W <br />Y <br />Ccm <br />W <br />cc <br />g N <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 01-13-2 2 <br />REVISIONS: <br />date: initial: <br />\� w ~ U- <br />Q <br />L <br />R TRIJ55 \ U- <br />z <br />J <br />M. <br />O <br />�--I <br />�(2)LL <br />2x6 2 2x6 <br />W <br />(L <br />J 25 <br />V <br />0 z <br />x <br />5D-2 <br />z <br />a <br />W <br />Ld n <br />0 J <br />1.L, <br />U <br />LL <br />z 0 d <br />R00� FRAMING PLAN <br />0 <br />� 00 U) <br />SCALE: 1/4"=1'-0" (22XS4 SHEET) <br />0 <br />F. <br />z <br />SCALE: 1/6"=1'-0" (110 SHEET) <br />x <br />J J <br />sheet: <br />Fell <br />Sm 1.3 <br />