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ROOF FRAMINC6 <br />P <br />0 <br />0 <br />r- <br />N <br />w <br />v <br />IL <br />O <br />,Y <br />a <br />0 <br />0 <br />r- <br />i:_ <br />5*1 <br />Or -AU I AKIAI nQnPPPn RPAMC,. <br />11 <br />L <br />L <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• - - - BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />. I::::::: : : I EXTENT OF OVERFRAMIN6 <br />LL____J <br />•- -- -- -•- ---• INDIGATE5 I/8"A" 5AN GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 05B/PLYHOOD 5HEATHIN6 2%, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL ED6E5 $ <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO 6ABLE END 4 DRA6 <br />TRU55E5 w/ RIN6 SHANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALON6 UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU51-Y UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />' ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 5HOP DH65. 5HALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FA5TENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD HALL/HOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD HALL/HOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU HALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLU5H G.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />HITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED HOOD <br />TRU55 GON5TRUGTION". M4K HA5 EN61NEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-I(9. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRANIN6 5HALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HOHN ON THE 5HOP GAR05. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SGHEDULES <br />0 <br />AT OF <br />Al <br />2021 <br />`'®/A81e.i1 <br />© copyright: MULHERN & KULP <br />structural Engineering, Inc. <br />0 CD <br />z <br />JLU <br />W <br />W <br />Z <br />CD <br />z <br />W <br />a. <br />Q <br />N <br />Zo� <br />= <br />Q� <br />t <br />W~ <br />Eoc <br />�Q) <br />v� <br />=� <br />m E <br />a <br />Q. <br />Jz <br />z <br />W <br />awo <br />Y <br />p <br />_ <br />y <br />o <br />co <br />m L6 <br />W <br />7 <br />C N <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: 1 2- 1 4-21 <br />REVISIONS: <br />date: initial: <br />4 <br />0 <br />a <br />z [ ] Lit <br />a Q <br />� <br />� z <br />o. <br />Ld (n <br />UJ J LL <br />Q <br />u.0 <br />= rn a <br />W � x <br />0 0 z <br />JJ <br />ROOD �RAMING PLAN sheet: <br />SCALE: I/4•=l'-0° (22x34 SHEET) <br />SCALE: 1/6"=1'-O" (IlxI1 SHEET) 1 *3 <br />M <br />