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uM <br />h <br />ROOD SRAM I NG PLAN <br />SCALE: 1/4"= I'—O" (22x34 SHEE <br />SCALE: I/8"=1'-0" (IlxI1 SHEET) <br />U- <br />LU <br />— <br />1L <br />O <br />w <br />V <br />H <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF SHEARNALL <br />EXTENT OF OVERFRAM I N6 <br />•— -m 'VINDICATES 1/0"A" 5AN GUT CONTROL JOINT <br />INDIGATES LOCATION OF REINFORGED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMINC6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF 5HEATHING SHALL BE 1/16" MIN. 055/PLYWOOD SHEATHIN6 2%6, <br />EXP05URE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 4 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END $ DRAG <br />TRU55E5 w/ RING 5HANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. <br />ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EAGH TO TRU55 DELON w/ <br />5IMP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERNISE NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S 5G51 I <br />" GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 $ 5RAGIN6 <br />OF METAL PLATE GONNEGTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP DWGS. SHALL BE SUBMITTED TO ARGH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I r—T CONNECTORS <br />BEARING GONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />HOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />5IMP50N HT520 <br />HOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORGH <br />ALL <br />5IMP50N HETAI6 <br />BEAM BEARING ON GMU NALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU NALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />T RU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-'1-I6. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAHIN6 5HALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPIGAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal: <br />P n„ <br />0 A <br />aw... 0 ti S �ak:m <br />tie E `:.rF sA <br />0 , <br />a <br />© copyrigh . �f��"� <br />Struft109rWelkymc. <br />nzz <br />JLU <br />w <br />w <br />z <br />c <br />z <br />w <br />a¢ <br />+ L <br />°'. <br />¢ <br />Z= <br />.n <br />F- <br />A <br />=-+ <br />m E <br />a <br />JZ� <br />Q . <br />W <br />� <br />Y <br />O <br />y <br />W <br />M <br />c N <br />C. <br />co a <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: MJT <br />issue date: 0 `j -2 6-2 0 <br />REVISIONS: <br />■ date: initial: ■ <br />sheet: <br />1_ . <br />SmI.3 <br />