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JUN 0 8 20-20 <br />z <br />O <br />0 <br />i <br />T—' <br />iz <br />�n <br />W <br />H <br />O <br />0 <br />0 <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• c = _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• s LOCATION AND EXTENT OF SHEARNALL <br />r.— .-, <br />L._ _. 1 EXTENT OF OVERFRAMIN6 <br />INDICATES 1/811xI" 5AN CUT CONTROL .JOINT <br />ro INDICATES LOGATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />13LOCKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING PLAN <br />SCALE: 1/4"= I'-0" (22x34 SHEET) <br />VALE: I/S"=1'-0" (IIxl1 SHEET) <br />ROOD �Rfi�MIN6 <br />seal; �����9tt111a1// <br />o <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOFNo <br />TRU55 GONNEGTORS, <br />== <br />• ROOF 5HEATHIN6 SHALL BE 7/Ib" MIN. 05B/PLYWOOD SHEATHING 24/6 <br />® e e, <br />'' 'e .e <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %3"x0.1I3" <br />� a C �� • <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV) @ 6" O.G. AT PANEL E06E5 4 <br />h <br />@ 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />© copyrigiiC' <br />c�� Str rk�rie�ng, Inc. <br />TRUSSES w/ RIN6 SHANK NAILS @ 3 O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />A <br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6A13LE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. <br />li Z <br />w <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />z o <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ <br />m <br />i z <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />w °- <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS <br />Q CD <br />¢ o <br />MANUFACTURER, UNLESS OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTCA $ TPI'5 13651 1 <br />H AC� <br />= t <br />"6UIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLING 4 BRAGIN6 <br />a m <br />OF METAL PLATE CONNECTED WOOD TRU55E5. <br />UJ cr3 <br />m <br />E <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />Q I <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY, <br />CD <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER <br />LU W C? <br />'idcc <br />FASTENED TO FRAMING w/(2) 3" x0.131" NAILS @ 16" O.G. <br />-0- <br />0-0- <br />0CO <br />y m L6 <br />W C <br />� M Q <br />UPL 11=T GONNEGTORB <br />BEARING CONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />SIN6LE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD NALL/NOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />SIMPSON HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETA16 <br />FLUSH 6.T. BR6, ON GMU WALL <br />ALL 13EARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT IS THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DES16N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTOR5 IN ACCORDANCE KITH THE REQUIREMENTS OF ASGE-1-10. <br />ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. <br />I <br />M&K project number: <br />068-2001 1 <br />project mgr: N J M <br />drawn by: KG K <br />issue date: 04- `I 7-20 <br />REVISIONS: <br />date: initial, <br />REFER TO 5-0.0 FOR TYPICAL <br />5TRUGTURAL NOTE5 4 5GHEDULE5 Co <br />Cz <br />