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W <br />w <br />H <br />°o <br />0 <br />0 <br />S <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARNALL <br />• I:::::.:.: I EXTENT OF 0VERFRAMIN6 <br />L'_'_'_'J <br />•---M--- - - -------INDICATES I/8"xl" 5AN GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />ED (SEE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 5OLID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF <br />TRU55 G0NNEGT0R5. <br />• ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 0513/PLYN00D 5HEATHIN6 24/b, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"4.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 8 <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END & DRAG <br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING <br />AL0N6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />CONTINUOUSLY UNDER ALL 0VERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 0THERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER HTGA 4 TPI'S 5G51 I <br />GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 5H0RT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPLIFT CONNEGT0R5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51NGLE ROOF TRUSS BEARIN6 ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD NALL/HOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD HALL/HOOD BEAM <br />51116LE 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) 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 RE5P0N51BILITY OF THE ENGINEER OF RECORD TO DESIGN <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />G0NNEGT0R5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT G0NNEGT0R5 AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATI0N5 AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: <br />\ ' '•v <br />No 77W4 <br />STATE OF ; <br />0 <br />© CoP�Yfj� ERN�br KtltNh%lne�'��\ <br />0 CD <br />z <br />Fr <br />W <br />W <br />z <br />N <br />� <br />a <br />z <br />W <br />J <br />Oa. <br />Q <br />Z= <br />.n <br />E <br />CJ <br />Ia <br />W F- <br />�E <br />J <br />°0 E <br />z <br />= p <br />o <br />Co <br />LU <br />m u5 <br />$ N <br />cc <br />C <br />n <br />M&K project number: <br />068-19029 <br />project mgr: .JSB <br />drawn by: BC <br />issue date: 07-08.2 `I <br />REVISIONS: <br />date: initial: <br />�1 <br />i <br />z 0 <br />�1 <br />4� J - <br />Li, <br />(L O <br />Q Z <br />O � <br />z f1 <br />ROOF PRAM I NG PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) I.J. U <br />SCALE: 1/6"=1'-0" (IlxI 1 SHEET) <br />LL W 'a <br />0 � <br />0 2 O <br />Z <br />x LL, <br />JJ <br />sheet: <br />Sm 1.3 <br />