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O <br />Q <br />O <br />LU <br />H <br />IU <br />O <br />LEGEND <br />• ® INTERIOR BEARING HALL <br />• _ _ _ _ = BEARING HALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARHALL <br />I: :I EXTENT OF OVERFRAMING <br />•- - - --INDICATES I/8"xl" 5AH GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />ED (5EE NOTES) <br />J L METAL HANGER <br />INDICATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOD SRAM I NG PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEI <br />SCALE: 1/6"=1'-0" (IlxI1 SHEET) <br />ROOF FRAMING <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF SHEATHING SHALL BE 7/I6" MIN. 055/PLYWOOD SHEATHING 24/16, <br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/b"xO.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E96E5 4 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED EDGES. <br />• ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMING. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW W <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HANGERS 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE-55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER HTGA d TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRACING <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH $ ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH It SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAIL5 ® 16" O.G. <br />UPL I fT CONNECTORS <br />BEARING CONDITION <br />LENGTH <br />CONNECTOR <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />51MP5ON HIOA <br />WOOD STUD HALL/NOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP5ON HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLU5H BEAM OR <br />ALL <br />(2) SIMPSON HETAI6 <br />FLUSH G.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON5113ILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-10. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING 5HALL <br />5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFICATION5 AND LOAD5 5HOHN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES SCHEDULES <br />seev 1001. <br />tUN <br />AaennPc;_ <br />e v <br />N 7 u<< <br />STATE Cf7 <br />© cop,- ,P6 & KLo <br />�o;tNdel Engineering; Inc. <br />0 c0 <br />z <br />_J LU <br />W <br />LLJ <br />z <br />CD <br />z <br />�w <br />J <br />Q <br />ZF- <br />U <br />W� <br />J <br />JH <br />z <br />W <br />CO) <br />W <br />7 <br />M&K project number: <br />068-200 1 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: `[ 0. `j 2.20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />Sm 1.3 <br />