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FASTEN INTER5EGTINC6 <br />DROPPED BEAM5 TO P05T <br />PER DTL U/50-2 <br />4x(6 P05T W <br />ABA46Z BASE <br />I- <br />ral <br />I <br />�O O <br />o W <br />1L <br />w <br />o <br />d- <br />H N <br />�i <br />O O <br />ow <br />_ UL <br />51MP50N BG46 GAP <br />ABA46Z BA5E <br />DROPPED nBEAt <br />REAR LANAI DROPPED BEAM5: <br />(2)2xl2 W y2" 05EWLYWOOD <br />BTHN. PLY5 (TYP. OF 3) <br />n rn— n <br />DROPPED BEAM <br />5IMP504HUG412 FASTENED J <br />BACK TO GMU BLOCK w/ <br />SIMPSON TITEN SCREWS <br />II II II II II SD- <br />000 <br />I\ <br />HIP GIRDERRTRU55\ <br />IP 6 <br />\ <br />Jlu <br />SHIP <br />CARDER TRU55 <br />=7 A ' <br />r <br />i <br />o <br />�o <br />' <br />o <br />o <br />C, 10 <br />r____k\ <br />L <br />� <br />I <br />11 <br />I <br />ir - - - - - - - - - - - - - - - - - - <br />L._________-J <br />o <br />o <br />Z <br /><W <br />CL_ <br />WH <br />w <br />/ <br />N x <br />\ <br />5D-2 <br />/ <br />HIP <br />GIRDER TRU55 <br />/ <br />------------ -- <br />O <br />/ -,--HIP <br />\ <br />0 <br />GIRDER TRU55--" <br />0 <br />w <br />/ <br />/LL <br />ZN <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARWALL <br />I :::I EXTENT OF OVERFRAMIN6 <br />L____J <br />• -- -- ---®INDIGATE5 I/6'xl" 5AH GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTE5) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING PLAN <br />ROOF FRAM I NC6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 055/PLYWOOD 5HEATHIN6 2%, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) A 6" O.G. AT PANEL E06E5 8 <br />® 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" 51YLE GLIP5 ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER HTGA 4 TPI'5 E3,51 I <br />'W <br />IDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARGH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• 5UPPORT PORGH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FA5TENE0 TO FRAMING w/(2) 3"xO.131" NAIL5 A 16" O.G. <br />UPL I r-T GONNEGTOR5 <br />BEARING CONDITION <br />�N TH <br />GONNEGTOR <br />< 15' <br />5IMP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD 5TUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />5IMP50N HETA16 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP'50N HETAI6 <br />FLUSH G.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD <br />TRU55 GON5TRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWING 5HALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP GAR05. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal O`i `' <br />. <br />5 <br />© copyright : F_I; <br />structur rf; <br />ng, Inc. <br />cm <br />z <br />z <br />J� <br />W <br />lJJ <br />z <br />N <br />z <br />W <br />a <br />J <br />LZ <br />Q <br />rr <br />Z= <br />� <br />�� <br />A <br />UJcn <br />•> <br />=a <br />miZ <br />Q. <br />M� <br />W <br />y <br />W <br />m _ <br />O N <br />W <br />M M <br />19F <br />IF <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J,SB <br />drawn by: <br />MJT <br />issue date: 01-'2 6-21 <br />REVISIONS: <br />date: <br />initial: <br />sheet: <br />SCALE: 1/4"= I'-0" (2244 SHEET) <br />SCALE: I/8"=1'-0" (IIXI1 SHEET) <br />Sm 1.3 <br />