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ROOF FRAM I NIS PLAN <br />SCALE: I/4"=1'-0" (2244 SHEET) <br />SCALE: I/6"=V-0" (Ilxil SHEET) <br />LEGEND <br />nuaoMMo . <br />• (-_ = _ = = BEARI N6 WALL ABOVE <br />• BEAM / HEADER <br />• m � m LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />• --- -- -- - - INDICATE5 1/8"A" SAW GUT CONTROL JOINT <br />F- <br />LL <br />0 <br />Lu <br />v <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMINC6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 7/I6" MIN. 0513/PLYWOOD 5HEATHIN6 2446, <br />EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRA6 <br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />SIMP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN&ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWI5E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 8 TPI'5 BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 d BRA6I146 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPL I FT CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />GONNEGTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-I6. <br />ALL UPLIFT CONNECTORS AND LOA05 PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />4 <br />T OF <br />O •. <br />© copyright: MULHER�P 0 52021 <br />Structura ering, Inc. <br />aCD <br />z <br />W <br />w <br />z <br />r <br />z <br />w a <br />F— A <br />ci <br />C <br />W F- <br />tn •= j <br />m E <br />Q. ! A <br />0 <br />LU <br />y m th <br />W N <br />OC CL <br />IIV <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />•,J S B <br />drawn by: <br />D R <br />issue date: <br />1 0-20-2 1 <br />REVISIONS: <br />date: <br />initial: <br />11/02/2021 <br />EMG <br />LL <br />0 <br />0 <br />sheet: <br />J <br />W <br />2 <br />0 <br />0 <br />J <br />Q <br />0 <br />J <br />LL <br />u� <br />z <br />x <br />a <br />U) <br />U) <br />J <br />U <br />z <br />J <br />F; <br />Spol.3 <br />