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1 ': <br />a, <br />f; <br />2x8 LEDGER FA <br />TO GMU W (2) y4 <br />5y4" LONG TITEN <br />5GREW5 @ 16" G <br />P;=,&P I ANIA1 i717nPP;=n RPAMC�. <br />LECGENP <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />• - — — - -INDIGATE5 1/8"A" SAW GUT GONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLDCAN / 5TRAP 5GHEPULE <br />SYMBOL <br />5PEGIFIGATION <br />FASTEN BUILT-UP POSTS SUPPORTING ROOF 67. TO <br />GMU WALL w/ (1) 5IMP50N M5TGM40 STRAP W (12) Y4" <br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS <br />FOR REDUGED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) <br />ROOF FRAM I N6 <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYWOOD SHEATHING 24/6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 i <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG <br />TRUSSES W RIN6 5HANK NAILS ® 5" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 5AY5 FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED EDGES. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W <br />5IMP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BGSI I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 8 5RAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES W 2x4 LE06ER <br />FASTENED TO FRAMIN6 w/(2) 5"xO.151" NAILS 9 16" O.G. <br />UPL I PT GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />ALL <br />5IMP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />5IN6LE ROOF TRU55 OR PORCH <br />ALL <br />5IMP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETAI6 <br />FLUSH 6.T. 5R6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/1PI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRUSS GONSTRUGTION". MW HAS EN6INEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GAR05. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal: - <br />,d <br />co <br />e u ";,`W <br />© coPYngli#1I�INa16P e��b <br />ac0 <br />z <br />JLU <br />w <br />w <br />z <br />CD <br />z <br />w <br />J <br />Z= <br />WC <br />T � <br />i _j <br />JN <br />Z <br />W <br />0 <br />y <br />W <br />a <br />rn <br />¢cz <br />� a <br />E <br />m � <br />a� <br />0 <br />y <br />2 <br />m <br />O N <br />ta) O. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 02-0 1 -2 `I <br />REVISIONS: <br />date: initial: <br />z <br />IL <br />� Q <br />0 <br />z LL <br />� w (6 <br />L 0 <br />� o <br />L W <br />� � d <br />0 Uj0 0 <br />Q <br />U.. <br />2ND FLOOR �R*4IN6 PLAN Ca � x <br />d H <br />SCALE: I/4"=I'-0" (2244 SHEET) z 1, Q Z <br />SCALE: I/8"=I'-0" (Ilxli SHEET) N .'�, J J <br />sheet: <br />Sm 1 .2 <br />