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w <br />F— <br />H <br />O <br />pL <br />I <br />V� <br />`HIP GIRDER TRU55' <br />O <br />Z <br />.: . VALLEY TRU55 <br />O.F. ® 24 O.G. <br />I <br />\ \ H I P 61 RDER TRU55 \ <br />i <br />\ I <br />I / <br />/ <br />/ <br />/ <br />VALLEY TRU55 H l p C- <br />O.F. ® 24" O.G.TI <br />:: <br />L-------�------J 3 <br />2 5D- <br />5D-2 <br />LJ <br />\ <br />L <br />u <br />J <br />L <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARHALL <br />r.- -.-.71 <br />• I: I EXTENT OF OVERFRAMIN6 <br />• - —INDICATES 1/5"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />ROOD SRAM I NCB PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: I/8"=1'-0" (IlxI1 SHEET) <br />ROOF FRAM I N& <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF SHEATHING SHALL BE 7/I6" MIN. 0513/PLYWOOD SHEATHING 24/6, <br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 VxO.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL E06E5 4 <br />© 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 <br />TRUSSES W RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W <br />51MP50N VTGR GLIP5 0 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFAGTURER, UNLE55 OTHERNISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'5 13651 1 <br />GUIDE TO 6000 PRAGTIGE FOR HANDLING, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRUSSES." <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 3"0.131" NAILS ® I6" O.G. <br />UPL I PT CONNECTORS <br />5EARIN6 CONDITION <br />TRUSS <br />GONNEGTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />51NOLE ROOF TRU55 BEARIN6 ON <br />> 151 <br />51MP50N HIOA <br />HOOD STUD HALL/HOOD BEAM <br />ROOF GIRDER TRUSS BEARIN6 ON <br />HOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />SIN6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH O.T. BR6. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED HOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A56E-1-10. <br />ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAHIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUGTURAL NOTES 8 SCHEDULES <br />seal; <br />it <br />i <br />No <br />�g <br />�-� q1QQ229 <br />s <br />cD copyri "W 40. �F •.��� <br />0 L <br />z <br />JLU <br />W <br />W <br />Z <br />a <br />C-D <br />z <br />rn <br />W <br />J <br />i <br />Z = <br />Q CS <br />U <br />. - <br />I Q <br />CM <br />UJ <br />E <br />a� <br />.5 <br />Cn <br />j <br />0° E <br />a <br />; • <br />Q— <br />J— <br />Z <br />-o 0 <br />W <br />c c�'o <br />� <br />o� <br />y <br />m L6 <br />W <br />C N <br />C. <br />c*7 a <br />IV <br />I <br />M&K project number <br />068-200 1 1 <br />project mgr: <br />N J � jj <br />drawn by: <br />KG K <br />issue date: 04-1 <br />4-20 <br />REVISIONS: <br />date: initial <br />sheet; <br />d <br />0 <br />O <br />J <br />LL. <br />J <br />W <br />� <br />(D <br />[a <br />z <br />0 <br />d <br />d <br />W <br />0� <br />i.Li <br />U <br />� <br />o <br />LL <br />Z <br />J J <br />Spoll.3 <br />