Laserfiche WebLink
w <br />4 <br />e <br />Pr-AQ I w\w nQnPPFn RPAMC,. <br />00 <br />oW <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I: :I EXTENT OF OVERFRAMIN6 <br />•-- — — —INDICATES I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NG <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. OSB/PLYWOOD SHEATHING 24/b <br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %3"xO.113" <br />RING SHANK NAILS (RSR5-01 OR EGUIV) 0 6" O.G. AT PANEL ED6E5 <br />0 6 O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 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 TRUSS BELOW w/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTCA 4 TPI'S B651 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH i EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3x0.131" NAILS 0 16" O.G. <br />UfzL I fT CONNECTORS <br />BEARIN6 GONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H25T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />SIMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF &T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES & SGHEDULES <br />seal \®\\\%iIIIBG. <br />���� i <br />m <br />a <br />® 4 <br />F ®®m, <br />O copyr ®q��� e <br />®� � i�cLJrVEdna. Inc. <br />owz <br />JLU <br />w <br />w <br />z <br />c <br />CM <br />z <br />C" <br />w <br />J <br />� <br />Q <br />z = <br />¢ o <br />�EpC <br />c <br />Q <br />J� <br />1 <br />QCD <br />Z <br />�Ww <br />� <br />�o <br />o ccss�� <br />M <br />CO) <br />ih <br />W <br />C N <br />G. <br />7 <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- `j 4-21 <br />REVISIONS: <br />date: initial: <br />MIRRORM ORIENTATION REVISION <br />Q <br />z O <br />< LL. <br />v <br />z <br />0 x <br />d <br />LL p <br />LL (L <br />0 <br />� I~ <br />0 0z <br />Q JJ <br />ROOD �RAIvI I N& PLAN sheet: <br />SCALE: 1/4"=1'—O" (2244 SHEET) <br />SCALE: 1/6"=1'-O" (110 SHEET) <br />Sm <br />1 .3 <br />