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I.' <br />a <br />■ <br />REAR LANAI DROPPED BEAMS: <br />(2)2xl2 W Y2" OSB/PLYWOOD <br />BTWN. PLY5 (TYP. OF 5) <br />O LU <br />if - <br />DROPPED BEAM <br />f <br />l <br />I <br />1 <br />i <br />1 <br />< <br />Im <br />I <br />Q <br />DI <br />U <br />20 HIP GIRDER TRUSS i <br />DI <br />i � <br />I i <br />Q_ I <br />fo <br />o� <br />Q <br />Q <br />IMPSON HUG412 FASTENED <br />BAGK TO GMU BLOCK W <br />IMPSON TITEN 5GREW5 <br />T_ <br />I <br />/ <br />T <br />11 <br />i \ HIP GIRDER TRUSS <br />I <br />I I <br />I I <br />ao <br />\ / <br />I I <br />I � <br />�z_,� <br />I� <br />i I JO <br />lUl � o <br />I ; o <br />I i O <br />I p <br />I <br />I i <br />I � <br />I <br />Q_ <br />W \\ <br />N Y_ <br />it \ <w \ <br />�> <br />STRUGTURAL GABLE END HIP GIRDER TRU55 <br />7 <br />N <br />01 <br />FASTEN DROPPED BEAMS TO <br />POSTS PER DTL U/5D-2 (TYP. OF 2) <br />ABA46Z BASE <br />(TYP. OF 2) <br />HIP 61RDER TRUSS <br />■ <br />I� <br />O O <br />U_ <br />O <br />o w <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• = = = = =i BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• INE VEN INE LOCATION AND EXTENT OF 5HEARHALL <br />EXTENT OF OVERFRAMIN6 <br />• - -° INDICATES I/8"A" SAW GUT GONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTE5) <br />J L METAL HANGER <br />INDICATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF PRAM I NG PLAN <br />ROOF FRAMIN6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 05B/PLYNO017 5HEATHIN6 24/6, <br />EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/a"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 a <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRU55E5 w/ RING SHANK NAIL5 ® 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 ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 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 WTGA 8 TPI'S BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP DH65. SHALL BE 5UBMITTED TO ARCH $ EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I PT GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD 5TUID WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU NALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLU5H G.T. BR6. ON GMU NALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY 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 GONNEGTED HOOD <br />TRU55 GON5TRUGTION". M4K HA5 EN6INEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-I6. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOA05 5HONN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />�j F' r <br />N 4 <br />h <br />r <br />OF <br />AT <br />© n 2� copyright �I���F�ERN & KULPJAH 2n <br />Structural Engineering, Inc. <br />CD <br />.J W <br />w <br />z_ <br />cz <br />�Z <br />z <br />W <br />a <br />aim <br />J <br />Q <br />� <br />.ci <br />Z= <br />U <br />W <br />A <br />.* n <br />LUF- <br />fn <br />E <br />: m <br />j <br />J'= <br />) CD <br />o <br />Z <br />W <br />p <br />o <br />0 <br />Cop)m <br />W <br />c N <br />ch a <br />M&K project number: <br />068.200 1 1 <br />project mg r: <br />,J S B <br />drawn by: <br />DJ R <br />issue date: 01-17-2 2 <br />REVISIONS: <br />date: initial: <br />d <br />z W 0 <br />LL <br />0-4 0 <br />� uS <br />z <br />0 x <br />a. <br />� Ld <br />UQ <br />CY Ld _J <br />LL <br />LL <br />O 0) W <br />o x <br />z <br />J J <br />sheet: <br />SGALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 1/8"=1'-O" (Ilxl1 SHEET) <br />Sm 1.3 <br />