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1,71\-------------17, <br />i <br />----- <br />v <br />ks <br />LL <br />C <br />C <br />D <br />LEGEND <br />• E-- _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• M � M LOGATION AND EXTENT OF SHEARHALL <br />r-.-.-.-.-1 <br />:: i EXTENT OF OVERFRAMIN6 <br />•......... - - INDICATES 1/5"A" 5AW GUT CONTROL JOINT <br />INDIGATES LOGATION OF REINFORGED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I N6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF 5HEATHING SHALL BE 1/16" MIN. 0513/PLYHOOD 5HEATHING 24/61 <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/Wx0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL EDGE5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMING. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIPS ® 241, O.G. <br />• ALL METAL HANGERS 5HALL BE SPEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERNISE NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER HTCA $ TPI'S BG51 I <br />" GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 8 BRAGING <br />OF METAL PLATE GONNEGTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP DHGS. 5HALL BE SUBMITTED TO ARCH 4 ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORGH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"4.131" NAILS ® I6" O.G. <br />UPL I i=T CONNECTORS <br />BEARING GONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP5ON HIOA <br />HOOD STUD NALL/HOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP5ON HT520 <br />WOOD STUD NALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU NALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BRG. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE GONNEGTED <br />KITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD <br />TRU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING 5HALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal-,Cj 1 � �Z0.. 'i'i U <br />O � �o <br />No 77824 <br />®moo <br />STATE OF <br />© copyrigkI_LHF,R IK LP <br />LO <br />z <br />_! <br />w <br />w <br />Z <br />c <br />cD <br />z <br />`— <br />w <br />J <br />N <br />Q <br />Z= <br />� <br />U <br />� <br />A <br />t Q <br />s <br />W� <br />c E <br />�CZ <br />T � <br />7!A <br />E.La <br />JZ� <br />LLA <br />CP <br />L8 <br />y <br />W <br />m � <br />C N <br />C <br />C'M f L <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 1 0-09-20 <br />REVISIONS: <br />date: initial: <br />ly- <br />� Q <br />o O I I \ w w <br />\ / O <br />"_ z � <br />O O <br />/ 2 2x6 ix 2 2x6 2 2x6 \ <br />25 <br />26 I I 26 <br />5D-2 � 5D-2 I 5D-2 O a <br />/�- — —I �\ I z <br />LO <br />Q � <br />'Q <br />LL., '� U <br />0 <br />x <br />UJ R00� PRAMING PLAN 0 �- LQ <br />SCALE: 1/4"=1'-0" (2244 SHEET) �Q � 0 Z <br />SCALE: I/8"=1'-0" (Ilxl'1 SHEET) J <br />sheet: <br />SmI.3 <br />