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1 i I I 9 11 1 <br />Y <br />C <br />I <br />r- <br />n <br />V <br />L <br />0 <br />— — — <br />ROOF FRAYIN& PLAN <br />SCALE: I/4"=I'-0" (22x34 SHEET) <br />SCALE: I/S"=1'—O" (IlxI1 SHEET) <br />6 <br />L <br />D <br />u <br />L <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ _ BEARING NALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARNALL <br />EXTENT OF OVERFRAMIN6 <br />• - INDIGATE5 I/8"A" 5AN 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 />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAHM-) <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYNOOD 5HEATHIN6 24/b, <br />EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS H/ 2 3/6"xO.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4 <br />® 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO 6ABLE END i DRA6 <br />TRUSSES H/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW H/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRUSSES." <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES H/ 2x4 LEDGER <br />FASTENED TO FRAMING H/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPL I f2T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />SIMP50N HIOA <br />HOOD STUD HALL/HOOD BEAM <br />ROOF GIRDER TRUSS BEARING ON <br />HOOD STUD NALL/HOOD BEAM <br />ALL <br />51MP50N HT520 <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU HALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH GONNEGTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD <br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-I6. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRANIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR <br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />5TRUGTURAL NOTE5 4 5GHEDULE5 <br />seal: 4�., , <br />No <br />= it <br />:� SAT OF <br />Oir,��°��� q qq <br />© copyright: MULHERN 1 6 20L1 <br />Structural Engineering, Inc. <br />ocD <br />z <br />J� <br />W <br />LU <br />\/ z <br />i z <br />Z <br />—i <br />J <br />Q <br />Zcrm <br />W� <br />F- <br />T cry <br />JH <br />Z <br />W <br />C <br />N <br />0 <br />rn <br />a <br />L <br />) <br />.n <br />Q C5 <br />4 <br />tm <br />E <br />v co <br />m � <br />¢' <br />CL)Cp CD <br />Y <br />o <br />o chQ <br />m I <br />o r' <br />CD <br />N <br />co. <br />M&K project number: <br />068-2001 1 <br />project mgr: ,J S B <br />drawn by: DJ R <br />issue date: 1 2- `] 4.21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />Spol.3 <br />