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C <br />i <br />1- <br />LL <br />li <br />LL <br />C <br />l� <br />C <br />r <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />• I:::::::::I EXTENT OF OVERFRAMIN6 <br />L' —' _ —'J <br />•----- — -- --INDICATES I/8"xl" 5AN GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />ED (SEE NOTES) <br />J L METAL HANGER <br />INDICATE5 P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />a <br />ROOF FRAMINCG <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/g, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"4.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4 <br />0 6 O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG <br />TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED5E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BG5I I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 13RAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ 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 FRAMING w/(2) 3"4.131" NAILS 0 16" O.G. <br />U10L I fT CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />SIMPSON H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/V4001) BEAM <br />SINGLE ROOF TRUSS 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 G.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />NITH CONNECTOR AS LISTED 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 5TANDAR05 FOR METAL PLATE CONNECTED WOOD <br />TRUSS CONSTRUCTION". M4K HAS EN6INEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />aeeeeaa�re����M. <br />seal: ���,. _ �_ F�?r . �► <br />© copyright 4k NwAu� I�%O% <br />Stru drifliq A, Inc. <br />acm <br />z <br />JLU <br />w <br />w <br />z_ <br />�Z <br />z <br />w <br />a <br />J <br />a <br />oc <br />Z= <br />F— <br />.a <br />c.� <br />A <br />-'r Qc <br />UJac <br />wo <br />-5 j <br />a <br />j <br />+ <br />J '= <br />Q o <br />z <br />W <br />Y <br />Co <br />W <br />m <br />gc <br />C <br />M a <br />M&K project number: <br />068-200 1 1 <br />project mgr: NJ M <br />drawn by: JAI <br />issue date: 04-07-20 <br />REVISIONS: <br />date: initial: <br />'Q <br />Ca <br />O <br />W � <br />n <br />I --I Z <br />0 x <br />z a <br />� Q (n <br />R00� SRAM I NG 12LAN <br />SCALE: 1/4"= I'-O" (22x34 SHEET) FORM B LL o <br />SCALE: 1/6"=1'-O" (Ilxll SHEET) ry� <br />LLr L <br />0 <br />0 0 Z <br />x LLJ JJ <br />sheet: <br />SmI.3 <br />