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C <br />C <br />T— <br />v---T ---, � <br />ROOr- SRAM I NO FLAN <br />SCALE: 1/4' I'-0" (22x34 SHEET) <br />SCALE: 1/6"=1'-O" (Ilxll SHEET) <br />LEOENP <br />• ® <br />INTERIOR BEARIN6 WALL <br />• _ _ _ <br />BEARIN6 WALL ABOVE <br />• <br />BEAM / HEADER <br />• <br />LOCATION AND EXTENT OF SHEARWALL <br />Lii_'J <br />EXTENT OF OVERFRAMIN6 <br />*-- --- --- ---------INDICATES I/"xl" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS GONNECTORS. <br />ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"xO.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 $ DRA6 <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />5IMP50N VTGR GLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I <br />'W <br />IDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 8 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH 8 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARIN6 CONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51146LE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />5IMP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />5IMP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EAGH ROOF TRUSS SHALL BE CONNECTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE51614 STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal: G. Fji�'j/i�� <br />�- No TTS24 <br />cr = <br />•p STATE OF ; <br />//IONA%-MUL <br />© copyright : �f m 4 kITIP <br />Structural Engineering, Inc. <br />acD <br />z <br />LU <br />w <br />W <br />z <br />N <br />z <br />w <br />a <br />J <br />Q <br />s <br />Z= <br />L <br />� <br />.n <br />c.� <br />A <br />r �a <br />c E <br />cc <br />h- <br />W <br />ai <br />a <br />+ <br />�Z <br />Q <br />W <br />O <br />M� <br />.a0e <br />2 <br />y <br />W <br />m <br />N <br />� <br />C <br />n <br />M&K project number: <br />068-19029 <br />project mgr: JSB <br />drawn by: BC <br />issue date: 07-07-21 <br />REVISIONS: <br />date: initial: <br />1 JUL 0 8 2021 1 <br />I^ <br />d <br />o <br />LL <br />� w � <br />Ca z <br />� 0 a <br />Z � Cf) <br />LL <br />LL � d <br />0w N x <br />0� oz <br />x <br />Ld J J <br />sheet: <br />Spo 1 .3 <br />