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• • • 29M-JIM <br />seal: <br />a <br />0 <br />0 <br />f <br />LL <br />0 <br />LU <br />Q <br />LL <br />tpFAt7 I AmAI n nppt=n RPAMG,. <br />oLL <br />o0 <br />W <br />LL <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• = = = _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• — — — LOCATION AND EXTENT OF 5HEARHALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />*----- — -- -----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />W. (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKIN6 UNDER P05T OR JAMB ABOVE. <br />R00� SRAM I NG PLAN <br />SCALE: 1/4"=1'-0" (22x54 SHEET) <br />SCALE: 1/6'*'-0" (IlxI1 SHEET) <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 1/I6' MIN. 055/PLYWOOD 5HEATHIN6 24/16, <br />EXP051JRE I. FASTEN SHEATHING TO ROOF MEMBER5 w/ 2 %"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 8 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 <br />TRU55E5 w/ RINC7 5HANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU51—Y UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGfR GLIP5 0 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERHI5E NOTED. <br />• ERECT AND IN5TALL ROOF TRU55E5 PER WTGA $ TPI'S BC51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP D1165. 5HALL BE 5UBMITTED TO ARGH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FA5TENED TO FRAMING w/(2) 3"xO.131" NAILS ® 169" O.G. <br />UPL I rT CONNECTORS <br />BEARIN6 GONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T6LE <br />5114ROOF TR 155 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />HOOD STUD WALL/HOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU HALL <br />ROOF 6.T., FLU5H BEAM OR <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL <br />(2) 51MPSON HETAI6 <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BiLITY OF THE ENGINEER OF RECORD TO M516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED HOOD <br />TRU55 GON5TRUGTION". M$K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAHIN6 5HALL <br />SUPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOAD5 5HOHN ON THE 5HOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />kX11tlit#��, . <br />� C. <br />�\`\�Q► �CENs�•t'�i�► �i <br />+�. * No 77W4 <br />74 ' �TA ' <br />LHERN & KULP ,++ ��!Z� <br />NW&JO <br />m <br />w <br />w <br />z <br />CD <br />z <br />w <br />Q <br />Z� <br />F- <br />U <br />F- WW W <br />H <br />Z <br />W <br />0 <br />y <br />W <br />7 <br />M&K project number: <br />0 <br />0 <br />rn <br />LZ <br />.n <br />• 4 <br />cm-Q <br />Q) <br />m E <br />¢' <br />0 o <br />v <br />H of <br />o <br />o W <br />cO <br />M L6 <br />o <br />CN <br />M <br />068.200 1 1 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 06.09.2 `I <br />REVISIONS: <br />1 date: JUN 11 2021 initial: 1 <br />z <br />oL <br />0 <br />0 <br />sheet: <br />J <br />W <br />0 <br />2 <br />0 <br />aL <br />0 <br />N <br />0 <br />Sm 1.3 <br />d <br />O <br />rx <br />0 <br />J <br />LL <br />O <br />z <br />a <br />(L <br />W <br />d <br />U) <br />J <br />d <br />U <br />d <br />W <br />x <br />z <br />