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PPAP I AKIAI nQnPPt=n RPAMG. <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />•....... _... - __.-INDIGATE5 I/8"xl" 5AN GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />R00� FRAMING PLAN <br />1/811=1'-O" (110 ,. r) <br />ROOF FRAM I NCG <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />' ROOF 5HEATHIN6 SHALL BE 1/16" MIN, 055/PLYW00D 5HEATHIN6 24%, <br />EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/e"x0.113" <br />RING SHANK NAIL5 (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL E06E5 <br />0 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRU55E5 w/ RING SHANK NAIL5 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW W <br />51MP50N VTGR GLIP5 o 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I <br />GUIDE TO GOOD PRACTIGE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH 4 EN6. <br />FCR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• 5UPPORT PORGH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FA5TENED TO FRAMING w/(2) 3"4.131" NAIL5 0 16" O.G. <br />UPL I r-T CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD 5TUD WALL/WOOD 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 BEARIN6 ON GMU WALL <br />ROOF 63., FLU5H BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLU51-1 G.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EAGH ROOF TRU55 5HALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNECTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDAR05 FOR METAL PLATE CONNECTED WOOD <br />TRU55 GO145TRUCTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOA05 PER THI5 DRAWING 5HALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE 5HOP GAR05. <br />*c 21 202pwillirrrrol. <br />! c�, G. <br />No 77824 <br />STATE OF '4U <br />copyHghi Av <br />Str6M •• i � ind% <br />a C-0 <br />z <br />.J <br />w <br />= w <br />z <br />z <br />z <br />w <br />J <br />Q <br />Z <br />W� <br />wiF <br />z <br />uu <br />0 <br />y <br />W <br />cc <br />M&K project number; <br />N <br />C. <br />068-2001 <br />1 2- 1 5-20 <br />