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,TINE <br />'05T <br />3D-2 <br />C <br />KY <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF 0VERFRAMIN6 <br />•-- --- —INDIGATE5 1/6"A" SAW GUT CONTROL JOINT <br />WINDICATES 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 />ROOD PRAM I NG PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEE <br />SCALE: I/8"=1'-0" (IlxI1 SHEET) <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYWOOD SHEATHING 24/b <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/e"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 <br />TRUSSES N/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKING <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLESS OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH a SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER <br />FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS 0 16" O.G. <br />UPL I fT CONNECTORS <br />BEARING GONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> IS' <br />51MP50N H10A <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING 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) SIMP5ON HETAI6 <br />FLUSH 6.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RE5PON5IBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOAD5 PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES d SGHEDULES <br />seal: <br />®®;eeee'trf 2 1 20 0 <br />G. ,4 . <br />No 77824 <br />®'., STATE OF <br />copyt'oiC"�1LTRN�S i1EF ' <br />®® <br />rt'yeF�9{� Epgieering, Inc..e' <br />z <br />J1= <br />w <br />Ii <br />z <br />CD <br />�w <br />Q <br />Z� <br />W� <br />C/) <br />M-.11 <br />IC <br />_J;: <br />z <br />W <br />CA <br />W <br />x= <br />W <br />M&K project number: <br />0 <br />N <br />M Q. <br />068-200 1 1 <br />project mgr: <br />JSB <br />drawn by: <br />MJT <br />issue date: <br />`j 2-16-20 <br />REVISIONS: <br />date: <br />initial: <br />LL <br />0 <br />0 <br />0� <br />sheet: <br />J <br />W <br />0 <br />2 <br />12 <br />w <br />2 <br />Q <br />0 <br />P <br />1~ <br />0 <br />SmI.3 <br />d <br />Q <br />a <br />0 <br />J <br />LiL <br />C� <br />z <br />a <br />(L <br />cn <br />d <br />U) <br />U <br />d <br />W <br />�e <br />J <br />7 T— I <br />