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2x5 LEDGER FA <br />GMU W (2) %4" DI <br />LONG TAPGON5 <br />IJ <br />QPAP I AKIAI T-)PnPPl=n RI=AMC,. <br />AND FLOOR FRAM I NO PLAN <br />SCALE: 1/4"=1'-0" (22x54 SHEET) <br />SCALE: 1/6"=1'-0" (110 SHEET) <br />FORM 5 <br />LEGENP <br />• INTERIOR BEARING WALL <br />• — — — BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />• I: :I EXTENT OF OVERFRAMIN6 <br />►--- — — —INDICATES I/S"A" 5AN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTE5) <br />J t_ METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLPOAN / STRAP 50HEPULE <br />'MBOL 5PEGIFIGATION <br />FASTEN BUILT-UP POSTS SUPPORTING ROOF 63. TO <br />GMU WALL w/ (1) 51MP50N M5TCM40 STRAP w/ (12) Y4" <br />5T-I DIA x V4" LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6 <br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %"xO.113" <br />RING SHANK NAILS (RSR5-01 OR EQUIV) 0 6 O.G. AT PANEL EDGES 4 <br />0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG <br />TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 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 />51 MP50N VTGR GL I PS 0 24" O.G. <br />ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA � TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING i BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRUSSES." <br />• ROOF TRUSS SHOP DH65. SHALL BE SUBMITTED TO ARCH d EN6. <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 0 16" O.G. <br />UPL I f'2T GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51 MP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARING ON <br />ALL <br />SIMP50N HT520 <br />WOOD STUD NALL/HOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARING ON GMU NALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETA16 <br />FLUSH 6.T. BR6. ON GMU NALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE. CONNECTED. <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAHIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SGHEDULES <br />keafl,: <br />4 <br />I A ff <br />Y <br />© copyright=:LMULfHEW1 KULP <br />Structural Engineering, Inc. <br />aC0 <br />z <br />_J <br />w <br />w <br />z <br />CM <br />C— <br />Z <br />wQ <br />oa.. <br />J <br />�. <br />Z= <br />C.0 <br />A <br />' Q <br />t <br />cn <br />._ <br />-J <br />°O E <br />Q <br />JF= <br />j A <br />Q� <br />c <br />z <br />W <br />-n <br />Y <br />c9 <br />y <br />W <br />2 <br />m 10 <br />p •-- <br />N <br />= <br />co M <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: ,J S B <br />drawn by: DJ R <br />issue date: 0 `I - 1 3-2 2 <br />REVISIONS: <br />■ date: initial: ■ <br />z <br />d <br />J <br />�1. <br />(D <br />Z <br />d <br />UL <br />sheet: <br />J <br />W <br />2 <br />0 <br />Ld <br />O <br />1 <br />z <br />0) <br />0 <br />J <br />d <br />Q <br />a <br />0 <br />J <br />LL <br />LQ <br />z <br />x <br />(L <br />d <br />W <br />J <br />d <br />U <br />d <br />U) <br />z <br />J <br />n <br />