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r; <br />Y <br />REAR LANAI DROPPED BEAM5: <br />5D-2 (2)2x12 W V2" 05B/PLYWOOD <br />BTWN. PLY5 (TYP. OF 5) <br />DROPPED BEAM <br />51MP50N HUG412 FA5TENI <br />BAGK TO GMU BLOCK w/ <br />51MP50N TIT�E N 5GREW5 <br />IP 61 <br />4x6 POST W/ <br />51MP50N BG46 GAP FASTEN INTER5EGTIN6 <br />i ABA4(bZ BASE_ DROPPED BEAM5 TO P05T <br />)BOPPED BEAM I PER DTL U/51)-2 <br />4x6 P05T w/ 51MP50N <br />m I ABA46Z BASE <br />I Q� <br />WI <br />i Q- <br />iO <br />of <br />O - O <br />\;7JJ <br />I o <br />\ y' <br />LU <br />U— <br />HIP GIRDER TRU55 / <br />\ / I LU v <br />I ts)o <br />N <br />i O i <br />L------J <br />I <br />I <br />I I <br />I I <br />L— — — — — — - <br />I I <br />P 61RDER TRU55 <br />E -- E -- E -- I <br />6�rnl <br />�D I <br />z <br />dLU <br />D_ JO. <br />v v <br />0= <br />'= v <br />N U-1 <br />/ z tY <br />/ <} <br />z O <br />rr1 <br />-- I-- ]---]= <br />I <br />iI <br />oU- <br />oO w <br />r- Q <br />U— <br />°°° <br />- ---------- <br />I <br />1HIP 61RDER TRU55 <br />/ / A 11 i <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 I/S"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I N6 <br />N 24 <br />•• <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />. <br />: rr <br />TRUSS CONNECTORS. <br />-0 E ; OF <br />' <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, <br />•�9 :TA <br />'.,0,". <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"xO.113" <br />���iS3/.., <br />�"r, V�(}�• <br />r <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) 0 6 O.G. AT PANEL EDGES <br />o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />© copyright; MW LP <br />TRU55E5 w/ RING SHANK NAILS o 5" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />Structural Engineering, Inc. <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />Z <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />u' <br />LU <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />= z <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 o 24" O.G. <br />'-'-' <br />L <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />J <br />a <br />Z <br />E <br />MANUFACTURER, UNLESS OTHERWI5E NOTED. <br />• ERECT AND IN5TALL ROOF TRUSSES PER WTGA I TPI'S BC51 I <br />U <br />cc <br />Q <br />c JQ <br />GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 8 BRAGIN6 <br />o� <br />W <br />:a <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />W <br />• ROOF TRU55 5HOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />= Q <br />m <br />6 <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />— <br />a <br />��,' <br />a �- <br />• SUPPORT PORCH lt SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER <br />MJ <br />W <br />°P <br />c <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS o 16' O.G. <br />m <br />y <br />IW <br />�o N <br />INC <br />Cf) a <br />UPL I fT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />SIMPSON H2.5T <br />51N6LE ROOF TRUSS BEARING ON <br />> 15' <br />SIMPSON 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) SIMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />NATIONAL DE516N 5TANDARD6 FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUCTION". MW HAS EN61NEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-I6. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />1wr <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DR <br />issue date: 10-22-21 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />V <br />z <br />i� <br />O <br />L <br />OO LL LL <br />O 0 o w <br />in � <br />LL_ 0 <br />ROOF FRAYING PLAN sheet: <br />SCALE: 1/4"=V-0" (22x34 SHEET) <br />SCALE: 1/6"=V-0" (110 SHEET) <br />�CM <br />Cz <br />4 <br />O <br />J <br />LL. <br />Ld <br />0 <br />z <br />0 <br />x <br />o. <br />4 <br />J <br />W <br />U <br />0 z <br />I�1 <br />I�.. <br />JJ <br />Sm 1.3 <br />