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LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARHALL <br />I; I EXTENT OF OVERFRAMING <br />9— - --'- —INDIGATE5 I/8"A" 5AH GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />ED (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />HOLflOWN / 5TRAP 5GHEPULE <br />5YMBOL <br />5PEG I F I GATI ON <br />FA5TEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO <br />GMU HALL w/ (1) 51MP50N M5TCM40 STRAP w/ (12) Y4" <br />5T-1 PIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(U5E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) <br />ROOF FRAMING <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 0513/PLYHOOD 5HEATHING 24/b, <br />EXP05URE I. FA5TEN 5HEATHING TO ROOF MEMBERS w/ 2 3/6"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EGUIV) ® 6" O.G. AT PANEL EDGES $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END $ DRAG <br />TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOCKING <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMING. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HANGERS 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP DH65. 5HALL BE 5UBMITTED TO ARCH $ ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH $ 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FA5TENEO TO FRAMING w/(2) 3"xO.131" NAIL5 ® 16" O.G. <br />UPL I PT GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />HOOD STUD HALL/WOOD BEAM <br />> 15' <br />51MP50N HIOA <br />ROOF GIRDER TRU55 BEARING ON <br />HOOD 5TUD HALL/HOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU HALL <br />ROOF G.T., FLUSH BEAM OR <br />FLUSH G.T. BRG. ON GMU HALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON515ILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED HOOD <br />TRU55 GON5TRUGTION". M$K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOA05 PER TH15 DRAHING 5HALL <br />5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HOHN ON THE 5HOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SGHEDULES <br />seal: �1�llilis/f� <br />s y l/8 y .+ <br />or <br />STATE OF <br />,�+ •. ,� tea, .� <br />� . �OR10P • do �� <br />S--- - qv <br />i enng, Inc. <br />0 cm <br />z <br />J� <br />W <br />W <br />z <br />z <br />W <br />J <br />Q <br />Z <br />U <br />WF- <br />W <br />_J H <br />Z <br />W <br />y <br />W <br />I IV <br />M&K project number: <br />068- 1 9029 <br />project mgr: ,,J S B <br />drawn by: BC <br />issue date: 07-08.2 1 <br />REVISIONS: <br />date: initial: <br />09 2021 <br />J d <br />IL Q <br />0 <br />LL <br />W u1 <br />Q 0 <br />'Q z <br />0 a <br />� a <br />� Id <br />Q � <br />2N o O -� � DLO R �R�M I NG PLAN ,,� <br />O <br />SCALE: 1/4"= I'—O" (22x34 SHEET) I� <br />SCALE: I/&"= I'—O" (I IxI 1 SHEET) <br />LL 'Q <br />W � cn <br />z 0 <br />Z <br />� Ld �i <br />sheet: <br />Sm 1.2 <br />