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PPAP I AWAI nPnPPl=n RPAmc�. <br />0 <br />W <br />OF 2) <br />v <br />O <br />N <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• BEARING WALL ABOVE <br />• BEAM / HEADER <br />0 LOCATION AND EXTENT OF 5HEARNALL <br />EXTENT OF OVERFRAMIN6 <br />*------- ---- _, m.,._m--INDIGATE5 I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMIK <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRUSS GONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD SHEATHING 2416, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 $ <br />6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END i DRA6 <br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMING. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />SIMPSON VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRO55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRUSSES PER NTGA i TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DNG5. SHALL BE SUBMITTED TO ARCH i EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL 1 r-T GONNEGTOR5 <br />BEARING CONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />51 MP50N H2.5T <br />51 N6LE ROOF TRU55 BEARI N6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD HALL/HOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51HP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU NALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD <br />TRUSS CONSTRUCTION". W HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRANIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPIGAL <br />5TRUGTURAL NOTES � 5GHEDULE5 <br />seal s F• G `r <br />••' e <br />• 4 <br />•Lb <br />� R <br />��p L 0 R <br />�.0 0�.�� S t 0 N <br />W00 <br />© copyright: MULH VU1 2021 <br />strod m I <br />aCD <br />z <br />Ji-= <br />w <br />w <br />Z <br />z <br />CD <br />w <br />M. <br />J <br />Q <br />i <br />� <br />Zcr_= <br />.n <br />Q� <br />E- <br />U <br />� Q <br />c E <br />W <br />J <br />m <br />J Z <br />CD CD <br />W <br />ti <br />o <br />c9 <br />M <br />y <br />W <br />Un <br />C cv <br />cc <br />co n. <br />M&K project number: <br />068-2001 1 <br />project mgr: .J S B <br />drawn by: DJ R <br />issue date: 1 1-18-2 1 <br />REVISIONS: <br />date: initial: <br />d <br />o � <br />v � O <br />Q z ,L. <br />LL UJ <br />J 0 (6 <br />0 z <br />IL <br />Ld N <br />� LdLL <br />0 0 Z <br />d <br />LL 3: (y) '-t� <br />0 4q U) <br />0� J <br />ROOF FRAM I NG FLAN <br />SCALE: 1/4"=1'-O" (22x54 SHEET) <br />SCALE: 1/5"=1'-O" (IIx115HEET) <br />sheet: <br />Sm 1.3 <br />