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Pr-Ap I &t\iAi npnPPFt7 RFAMG. <br />LL <br />0 <br />LLJ <br />LL <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• — — — BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARNALL <br />EXTENT OF OVERFRAMIN6 <br />•.— - - ,- -, INDICATES 1/8"A" 5AN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />ID (5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMINO <br />• SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF SHEATHING SHALL BE 7/I6" MIN. 05B/PLYWOOD SHEATHING 24/6 <br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %)"xO.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. <br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRACING <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH $ ENO. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I r—T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H25T <br />51N6LE ROOF TRU55 BEARING ON <br />HOOD STUD WALL/WOOD BEAM <br />> 15' <br />51MP50N HIOA <br />ROOF C71RDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU HALL <br />ROOF &T., FLUSH BEAM OR <br />FLUSH G.T. BR6. ON GMU HALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY 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 CONNECTED HOOD <br />TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. <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 TYP I GILL <br />5TRUGTURAL NOTE5 $ 5GHEDULE5 <br />seal �•`'��P�F � �• <br />o <br />* 7 q <br />-. 1'• S <br />-�•., ,� r of : ��. <br />OR10P <br />11111 <br />© copyright : Mu p[7 <br />Stru rc ngi eenng,Tnc.c.21 <br />Z <br />J� <br />w <br />w <br />Z <br />CJ <br />� <br />rn <br />J <br />ca.. <br />CD <br />0 <br />Qw <br />Z= <br />CU <br />A <br />�CZ-- <br />tm <br />tr <br />UJ <br />� <br />•� <br />cn <br />j <br />�-J <br />°° E <br />a <br />a. <br />z <br />o <br />W <br />Y C. <br />219 <br />y <br />m Ln <br />W <br />N <br />CO G. <br />I IV <br />M&K project number: <br />068-200 1 1 <br />project mgr: .J S B <br />drawn by: D R <br />issue date: 1 0-04-21 <br />REVISIONS: <br />■ date: initial: ■ <br />c�•P" <br />ft"q <br />O <br />/ � Q <br />W / \� <br />kLL <br />o / <br />/ J <br />LL <br />UJ <br />CL <br />HIP GIRDER /`PUSS / / O (f) <br />4 ,Hip GIRDER TRU55 (!� <br />SD— 5D-2 <br />�--� <br />I ) <br />LL <br />HIP 6 P TR�55( <br />w / v I_L <br />F, �< 5D2 / \ ~LL O <br />-- --- --- LU LL d <br />--- - - i 0 <br />/-� Z z <br />------ <br />0 nn O <br />--- ------ ------------------ ------I---- <br />--- --- I� <br />ROOD �R*M I NG PLAN <br />SCALE: 1/4' I'-0" (22x34 SHEET, <br />SCALE: I/6"=1'-0" (110 SHEET) <br />FORMS 5 <br />sheet: <br />Sm 1.3 <br />