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C <br />r— <br />LEGEND <br />• INTERIOR BEARIN6 WALL <br />• _ _ = _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• _ LOCATION AND EXTENT OF SHEARWALL <br />EXTENT OF OVERFRAMIN6 <br />INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORGED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />LU <br />�S) v <br />� O <br />LL <br />N <br />!Y <br />o° <br />LU <br />LL <br />00 SRAM I N(5 FLAN <br />n_ i_ " <br />SGA�LE: I/4 = I O (22x54 SHEET) FORMS G <br />SCALE: I/8"=1'-O" (IIxI1 SHEET) <br />ROOF�R,�M I N6 <br />q 77824 <br />• SEE ROOF TRUSS UPLIFT GONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />D °•, T OF ; 4l <br />4 �. <br />• ROOF SHEATHING SHALL BE 7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b <br />,,�G,`+` . <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 <br />i <br />®6�O.G. IN FIELD. FASTEN SHEATHING TO 6ABLE END $ DRAG <br />©�'�tLH N K <br />copyrig b(Sfl 1 Inc. <br />TRUSSES w/ RIN6 SHANK NAILS ® 5" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />, <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />z <br />w <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />z c <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />M <br />z r <br />Q <br />C1. <br />51HP50N VTGR CLIPS ® 24" O.G. <br />LU <br />J <br />Q <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />CC E <br />a <br />c <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I <br />_ �, <br />"GUIDE TO 6000 PRAGTIGE FOR HANDLING, INSTALLING 4 BRAGIN6 <br />m <br />W •5 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />cn <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH EN6. <br />m <br />4 A <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />c <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER <br />LU y C? <br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. <br />o CO <br />y mL6 <br />Y.1 CM o N <br />�. CM C L <br />UPL I f22T GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51 MP50N H2.5T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD HALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU HALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN6INEER OF REGORD TO DESIGN <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRU55 CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUGTURRL NOTES � SGHEDULES <br />M&K project number: <br />068-2001 1 <br />project mgr: .JSB <br />drawn by: DR <br />issue date: 10-04-21 <br />REVISIONS: <br />date: initial <br />d <br />a <br />z O <br />J <br />LL <br />n � � <br />Z <br />Q � <br />z Q (L <br />d <br />20 <br />� <br />u- a c� ¢ <br />� � o Y <br />Q - x J J <br />sneer. <br />Sm 1.3 <br />