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11 <br />C <br />T- <br />--------------------------------------------- <br />I--- I ---11 <br />ROOF FRAM I NO PLAN <br />SCALE: I/4"=1'-0" (22x34 SHEET) <br />SCALE: I/8"=1'-O" (IIxl7 SHEET) <br />LA <br />J <br />L <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARHALL <br />EXTENT OF OVERFRAMIN6 <br />e—,-- ®INDICATES 1/8"A" SAN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED CHU GORE <br />W. (5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE, PROVIDE SOLID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS, <br />• ROOF SHEATHING SHALL BE 7/I6" MIN. 05B/PLYWOOD SHEATHING 24/g, <br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 51e 'W.113" <br />RING SHANK NAIL5 (R5R5-01 OR EGUIV.) @ 6" O.G. AT PANEL E06E5 <br />® 6" O.G. IN FIELD, FASTEN SHEATHIN6 TO GABLE END $ DRA6 <br />TRU55E5 N/ RING SHANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALON6 PANEL E1)6ES AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. <br />• ROOF SHEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ <br />51HP50N VTGR CLIPS 4 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'5 BG51 I <br />"GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 8 BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH d EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH � SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER <br />FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPL I PT CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H25T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARIN6 ON <br />ALL <br />SIMPSON HTS20 <br />WOOD STUD HALL/WOOD BEAM <br />SINGLE ROOF TRUSS OR PORCH <br />ALL <br />51HP50N HETA16 <br />BEAM BEARIN6 ON GMU NALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLUSH G.T. BRO. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />KITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DESIGN <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 <br />"NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED HOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRANIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYP I GILL <br />5TRUGTURAL NOTE5 $ 5GHEDULE5 <br />seal: <br />ad(RI <br />eel® <br />� o ® � 13 0St <br />0 CDz <br />L <br />w <br />w <br />Z <br />c <br />CD <br />rn <br />`— <br />z <br />M <br />w <br />J <br />i <br />m <br />Q <br />Z= <br />A <br />� Q <br />ccU <br />� <br />c <br />m <br />S j <br />�a <br />M E <br />;. <br />J <br />°' o <br />2 <br />�� <br />W <br />�C <br />Y ' <br />oW <br />y <br />m Ln <br />W <br />c N <br />= <br />C0 a <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: N J M <br />drawn by: KG K <br />issue date: 0 5- `I 9-2 0 <br />REVISIONS: <br />date: initial: <br />C <br />d <br />z 0 <br />J <br />LL. <br />a w U� <br />0 (D <br />Z <br />0 x <br />z a <br />U) <br />� a <br />o w <br />m Y <br />0~ Z <br />LLJ J J <br />sheet: <br />SmI.3 <br />