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kn <br />L.l <br />0 <br />sn <br />H <br />0 <br />0 <br />0 <br />f <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />EXTENT OF OVERFRAMIN6 <br />•---- — --- —INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDIGATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />L <br />LI <br />L <br />ROOF FRAMIN& <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF SHEATHING SHALL BE 1/Ib" MIN. O5B/PLYWOOD 5HEATHIN6 24/16, <br />EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 VWx0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 b" O.G. AT PANEL E06E5 $ <br />o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG <br />TRUSSES W RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE 13LOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ <br />51MP50N VTGR GLIP5 0 24" O.G. <br />' ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERN15E NOTED. <br />• EREGT AND INSTALL ROOF TRUSSES PER WTCA $ TPI'5 BG51 I <br />" GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGINO <br />OF METAL PLATE GONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES W 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS o 16' O.G. <br />UPL 11=T CONNECTORS <br />BEARING CONDITION <br />TRUSS <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H25T <br />51N6LE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLUSH G.T. BRO. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH GONNEGTOR, AS LISTED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE EN61NEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUGTURAL NOTES $ SCHEDULES <br />seal: '1eeteuIIiPT E�p <br />,�� <br />=� <br />O,: <br />a <br />e <br />© copydght <br />Strucybmrow",O,' nc. <br />acm <br />z <br />J= <br />w <br />LU <br />z <br />z <br />N <br />CM <br />z <br />W <br />a <br />J <br />W <br />Q <br />Z <br />¢ o <br />F— <br />V <br />. v <br />0. ax <br />e— <br />m <br />3UJ <br />cry <br />j <br />=a <br />Q. <br />,J'_ <br />Z <br />Vo <br />-V� <br />LY <br />C <br />0 to <br />e C9 <br />y <br />W <br />Mp rig <br />O N <br />CC <br />M G. <br />M&K project number: <br />068-2001 1 <br />project mgr. ]`N*J M <br />drawn by. KG K <br />issue date: 04- 1 4-20 <br />REVISIONS: <br />date: initial: <br />'Q <br />I� <br />O <br />_i <br />LL. <br />nn i�T—TI U? <br />I..I..I W 0 <br />V x <br />z 0 a <br />U) <br />ROOD SRAM I NO PLAN ULJ <br />SCALE: 1/4"=1'-0" (22x34 SHEET) i i 0 <br />SCALE: I/5"=1'-0" (IlxI1 SHEET) <br />L z Q <br />0 0) U) <br />1~ <br />0 > 0 zz <br />x JJ <br />sheet: <br />SmI.3 <br />