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REAR LANAI DROPPED BEAMS: <br />(2)2x12 W/y2" 055/PLYWOOD <br />L7TWK! M -/G /NM /1C � 1 <br />EN DROPPED BEAMS TO <br />L7/1GTG L7CI7 r1Tl I I /Gt"1 'l /NI7 /1i '1 1 <br />L I I 11 1. 1 L I J 1 1 1 • V I ✓ <br />I <br />LL VkD� <br />v I`W <br />< m <br />I �Q <br />5D-2 I D- <br />— — — — — — — — — — — — — — <br />n <br />DROPPED <br />fi <br />BEAM <br />I V✓ I J I L IN L 1 L V/ ✓L L I I I . V I L <br />4x6 P05T W 51MP50N <br />ABA46Z BASE <br />LU (TYP. OF 2) <br />ta, <br />w <br />— — — — <br />\ / / <br />\ / <br />20 <br />SD-2 HIP GIRDER TRU55 <br />51MP50N HUG412 FASTENED <br />BACK TO GMU BLOCK w/ <br />5IMP50N TITEN SCREWS <br />LL <br />v I <br />MAINTAIN 24" O.G. 5PAGIN6 <br />OVER MEGH. GLOSET <br />\ <br />\ <br />I <br />\ <br />HIP GIRDER <br />TRU55, / <br />� <br />I <br />� <br />I <br />I <br />I <br />I <br />I I <br />! '0 2 <br />I <br />I <br />I <br />I <br />I I <br />5D-2 <br />� <br />I <br />I <br />I <br />I <br />I <br />/ <br />/ <br />\ <br />I w <br />FL <br />LL- <br />\ HIP 61RDER <br />I\ <br />TRU55 <br />HIP 61RDER TRU55 \ <br />\ <br />E <br />LL- <br />LL <br />/ <br />\ <br />J <br />j <br />f <br />y <br />LEOENP <br />nuunun � � <br />• _ _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• m LOCATION AND EXTENT OF SHEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />• ° — -- —INDICATES I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />R00� FRAMING PLAN <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 GONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYW000 5HEATHIN6 24/1( <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL E06E5 4 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6A13LE END i DRAG <br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKING <br />ALON6 PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. <br />ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRUSS <br />MANUFAGTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA d TPI'S BG51 I <br />GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W 2x4 LE06ER <br />FASTENED TO FRAMIN6 w/(2) 3"0.131" NAILS ® 16" O.G. <br />UF117 CONNECTORS <br />BEARIN6 CONDITION <br />TRUSS <br />CONNECTOR <br />LEN6TH <br />< 15' <br />5IMP50N H2.5T <br />SINGLE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />5IN6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRUSS GONSTRUGTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT <br />GONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-7-I(9. <br />ALL UPLIFT GONNECTORS AND LOADS PER THIS DRAWIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES d SCHEDULES <br />cz <br />z_ <br />Fc <br />w <br />w <br />Z <br />c <br />co <br />Z <br />C" <br />w� <br />oa.. <br />J <br />Z= <br />.o <br />Q� <br />U <br />cr_ <br />W 4 <br />W <br />M <br />� <br />3: <br />m <br />Q. <br />o <br />mi <br />SD <br />W <br />o <br />� <br />c <br />y <br />W <br />m` <br />of <br />C <br />cr) a <br />7 <br />M&K project number: <br />068-2001 1 <br />project mg r: JSB <br />drawn by: MJT <br />issue date: 0 1 -2 6-2 `I <br />REVISIONS: <br />date: initial: <br />sheet: <br />3 <br />SD <br />—2 <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: I/&"=1'-0" (IlxI 1 SHEET) <br />