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PF-, p I &m A i npf-)PPp17 RP AMC. <br />c <br />i <br />r <br />= 2) <br />C <br />I- <br />Q6 <br />LL <br />O <br />LL. <br />V. <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />• -- --- - - -- INDIGATE5 1/8"A" 5AH GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />ROOF FRAMINO <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE IN?" MIN. 055/PLYNOOD 5HEATHIN6 24/6, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 d <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRU55E5 w/ RIN6 SHANK NAIL5 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIR5T 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALON6 UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELON N/ <br />51MPSON VTGR GLIP5 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 i BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH d 5HORT SPAN ROOF TRU55E5 W 2x4 LEDGER <br />FASTENED TO FRAMING vw/(2) 3"xO.131" NAIL5 0 16" O.G. <br />UPL I f-7 CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />WOOD STUD HALL/WOOD BEAM <br />> 15' <br />51MP50N HIOA <br />ROOF 61RDER TRU55 BEARIN6 ON <br />WOOD STUD NALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51HP50N HETAI6 <br />BEAM BEARIN6 ON GMU HALL <br />ROOF G.T., FLUSH BEAM OR <br />FLU5H 6.T. BR6. ON GMU HALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />HITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD <br />TRU55 GON5TRUCTION". MiK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAHIN6 SHALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GAR05. <br />REFER TO 5-0.0 FOR TYPIGAL <br />5TRUGTURAL NOTES � 5GHEDULE5 <br />17 <br />Off" <br />© copyright "M !!%RN \& KULP Structural EDErinjlnl 2021 <br />aCD <br />z <br />LU <br />w <br />w <br />Z <br />c <br />Z <br />w <br />a <br />J <br />ZCr.= <br />aEi <br />F- <br />1 <br />t <br />W to <br />FE <br />.= j <br />M E <br />a <br />j 1 <br />o <br />Z <br />W <br />-0 <br />Y CP <br />0 <br />y <br />W <br />o coo <br />m L6 <br />C N <br />C. <br />M O. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 1 2-14-2 1 <br />REVISIONS: <br />date: initial: <br />Q <br />LL- <br />5D 2 o O <br />\ � v OJ <br />Z <br />\Al I U- 9:� W LL <br />J Q <br />0 <br />Tr tt�� z <br />3 <br />I I V [L <br />5D-2 %-2 z � <br />/ \ I UJ d <br />HIP GIRDER TRU55 (� <br />J <br />i <br />UJ d <br />O O I LL,2 <br />o � V-2 �d <br />N�- I < O oz <br />.1J <br />- - L I <br />ROOF FRAMING PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/5"=1'-0" (110 SHEET) <br />sheet: <br />Sm 1 .3 <br />