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O <br />OO O <br />O W <br />T— <br />LL <br />LE6ENn <br />• ® INTERIOR BEARING NALL <br />• - - - BEARIN6 NALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />EXTENT OF OVERFRAMIN6 <br />J <br />• - INDICATES 1/8"xl" SAN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />ROOF FRAM I N6 PLAN <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: 1/8"=1'-0" (IlxI 1 SHEET) <br />FORMS B <br />ROOF FRAM I N6 <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/6 <br />EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EOUIV.) 0 6" O.G. AT PANEL ED6E5 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG <br />TRU55ES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERNISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER <br />FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS 0 16" O.G. <br />UPLIFT GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />SIMP50N H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />HOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />5IMP50N HT520 <br />WOOD STUD HALL/WOOD BEAM <br />SIN6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU NALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU HALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENC71 NEER 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 />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE--7-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR <br />SPECIFICATIONS AND LOADS SHONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal: <br />No 76 4 •'. c' <br />® JUL <br />AT E OF <br />© copyngCtts; MLMRP�&U?,`> • r�® <br />cfural(Eiroegh <br />Z <br />JUJ <br />w <br />w <br />z <br />LD <br />z <br />w CL <br />-J L <br />Q <br />.o <br />Z� EE <br />F Q o <br />c) t a <br />cc:D t E <br />W F- -2 <br />m <br />xE <br />Q j <br />J aI,— <br />F- CD o <br />Z <br />W ,Y <br />o c0 <br />CO) m Lb <br />LU G N <br />4 IV <br />M&K project number: <br />068-2001 1 <br />project mgr: N J M <br />drawn by: JAI <br />issue date: 04-18-20 <br />REVISIONS: <br />date: initial: <br />sheet; <br />Sm 1.3 <br />