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FASTEN I NTER5EGT1 N6 <br />DROPPED BEAMS TO POST <br />PER DTL U/5D-2 <br />ABA46Z BASE <br />a <br />IW <br />CD <br />rQ <br />S I <br />FF <br />I <br />I� <br />REAR LANAI DROPPED BEAMS: <br />4x6 `POST w/ (2)2x12 N/y2" OSB/PLYWOOD <br />51MP50N BG46 GAP BTWN. PLYS (TYP. OF 5) <br />ff ABA46Z BASE _ _ _ _ _ _ <br />!1 II DROPPED 1BEAM� DROPPED BEAM <br />SIMPSON HUG412 FASTER <br />BACK TO GMU BLOCK W <br />51MP50N TITEN 5GREN5 <br />I <br />r6 <br />NWW <br />C <br />FI <br />I <br />I <br />I <br />I <br />o I <br />Fr� <br />----------------------------------------------------------� <br />I I <br />I - I <br />yIC I <br />I I <br />I � I <br />I � I <br />----------J_L-------- <br />L <br />Ll <br />i <br />L <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• c = = = = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• M � m LOCATION AND EXTENT OF 5HEARNALL <br />EXTENT OF OVERFRAMIN6 <br />• - -----INDIGATE5 I/8"A" 5AN GUT GONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOD FRAMING PLAN <br />ROOF FRAMING <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 244b, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />RIN6 SHANK NAIL5 (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL E06E5 $ <br />0 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />TRU55E5 w/ RING 5HANK NAIL5 0 3" O.G. (U.N.0). PROVIDE 13LOGKIN6 <br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 o 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTCA $ TPI'S BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, INSTALLING $ BRAGIN6 <br />OF METAL PLATE CONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• 50PPORT PORCH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FA5TENED TO FRAMING w/(2) 3"xO.131" NAIL5 0 16" O.G. <br />UPLIFT GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRU55 <br />GONNEGTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />51146LE ROOF TRU55 BEARING ON <br />> 15, <br />51MP50N HIOA <br />WOOD 51UD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD 5TUD WALL/WOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLU5H BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLU5H G.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EAGH ROOF TRU55 5HALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRU55 GON5TRUGTION". M$K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REOUIREMENT5 OF A5GE-1-I(9. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GAR05. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SGNEDULES <br />seal°'_ <br />4 � <br />.f TAT Or <br />© copyright: MULHERN &9n J u n. L L � Q g02q <br />Structural En in <br />CD <br />z <br />JJ <br />w <br />w N <br />z_ <br />Lo <br />z <br />w a <br />J <br />Q <br />Z� <br />F- A <br />t <br />UJ <br />�J mE <br />Q <br />J- <br />z a)o <br />W 0 p o <br />y m LO <br />W cn N C: M Q. <br />IV <br />IV <br />M&K project number; <br />068-2001 1 <br />project mgr: J S B <br />drawn by: B C <br />issue date: 01 - 1 8-2 2 <br />REVISIONS: <br />date: initial: <br />sheet: <br />d <br />O <br />J <br />LL <br />z <br />0 <br />x <br />a <br />J <br />�y <br />IJ. <br />Q <br />W <br />U <br />°m° <br />J <br />can <br />0..� <br />z <br />J� J <br />2 <br />Ip <br />2 <br />SCALE: I/4"=1'-0" (2244 SHEET) <br />SCALE: I/5"=1'-0" (IlxI1 SHEET) <br />Sm 1.3 <br />