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0 <br />0 <br />FASTEN INTERSEGTIN6 <br />DROPPED BEAMS TO P05T <br />PER DTL U/5D-2 <br />ABA46Z BASE <br />51MP50N BG46 c <br />4 ABA46Z BASE <br />u u u <br />REAR LANAI DROPPED BEAMS: <br />(2)2x12 W IVY 05B/PLYWOOD <br />BTWN. PLY5 (TYP. OF 3) <br />— C_ <br />DROPPED BEAM <br />51 MPSON HUG412 FASTER <br />BAGK TO GMU BLOCK W <br />51 MP50N TI TEN 5GREW5 <br />0 <br />V <br />13 <br />w <br />o wo I o ,� / <br />HIP GIRDER TRUSS <br />LU <br />o ® I I <br />� I <br />I <br />w <br />� o I o00 <br />�t <br />N <br />°o <br />I / <br />HIP 61RDER TRU55 <br />4 <br />O 5D-2 <br />�U i <br />o° <br />r< <br />U_ <br />a <br />N <br />i <br />i <br />i <br />�1 <br />�1 <br />_I <br />5-PT BR6 ROOF GIRDER TRUS5 <br />a <br />'I11MINNIMIMIMII�IIMIMIMI11 � <br />i111101� PAWNolm <br />I I <br />3 <br />L <br />U <br />L <br />v <br />U_ <br />o <br />O <br />o= <br />�N <br />m <br />--------- ; <br />w <br />D <br />m <br />I <br />� <br />1 <br />°U_ <br />� <br />I <br />0 <br />0 <br />o <br />0 <br />,.L <br />i <br />w <br />LU <br />- <br />- <br />- <br />,L <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />•----- - '- ---INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORGED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATE5 P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOD SRAM I NG PLAN <br />SCALE: I/4"=1'-0" (2244 SHEET) <br />SCALE: I/6"=1'-0" (IlxI1 SHEET) <br />seal:,,% ' <br />ROOF FRAM I N& <br />�'• 4 <br />i <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />% -� `° OF ' <br />• ROOF SHEATHING SHALL BE 7/I6" MIN. OSB/PLYWOOD SHEATHING 24 <br />/ib, <br />do S <br />'� G'�'•• v <br />., ,.� ., c a4 <br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/e"xO.115' <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 <br />®6u O.G. IN FIELD. FASTEN SHEATHING TO GABLE END DRAG <br />©copyright: <br />MStEninnlhF� <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />Z <br />w <br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />LU <br />= z g <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />'- <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />z <br />''' <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />J <br />Q -E <br />Z Q <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I <br />d' ,a <br />CM <br />E <br />"GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 <br />Uj <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP 0161675. SHALL BE SUBMITTED TO ARCH $ EN6. <br />m� <br />= a E <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />— a �- <br />Z 2o <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />to <br />FASTENED TO FRAMING W(2) 3"x0.131" NAILS ® 16" O.G. <br />2 <br />Co m <br />LilcmN <br />UPL I fT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />. <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED <br />WITH GONNEGTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR <br />5PECIFIGATION5 AND LOADS 5HOHN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />IV <br />M&K project number: <br />068.2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 1 2-1 5-21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />a <br />0 <br />J <br />U. <br />J <br />W <br />� <br />Q <br />z <br />0 <br />x <br />o. <br />a <br />Q <br />w <br />U <br />� <br />a <br />O.. <br />z <br />J� J <br />Sm 1.3 <br />