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Q <br />a <br />UPAC? I ANIAI r-)PnPPPn RPAMc,. <br />S <br />0 <br />O <br />i <br />r <br />P <br />Lu <br />LL <br />O <br />W <br />I <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• — — — LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />••._w...- — — --INDIGATE5 1/8"A" SAW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE SOLID <br />BLOCKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I N6 <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/b, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL ED6E5 i <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 <br />TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51 MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ 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"xO.131" NAILS 0 16" O.G. <br />U10L I fT CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51 MP50N H2.5T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61 RDER TRU55 BEARIN6 ON <br />ALL <br />51 MPSON HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 63., 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 GONNECTOR AS LISTED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE EN6INEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS GON5TRUGTION". W HAS EN6INEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16, <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: <br />77 24 <br />® °= TAT <br />le® lI°y� <br />i0btsesem���e< <br />© copyright : MULHERP� � Zoq� <br />Structur a g, nc.L GG <br />z <br />_J <br />w <br />w <br />Z <br />c <br />C7 <br />rn <br />w <br />cQ.. <br />J <br />Q <br />aD <br />Z <br />Q U <br />c.3 <br />oa <br />rr <br />W ~ <br />:2 <br />M E <br />a <br />1— <br />J— <br />> 1 <br />Q <br />(D o <br />Z <br />W <br />CC) <br />Y ' <br />oc�o <br />y <br />m tip <br />W <br />C N <br />= <br />CM M <br />I IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: D R <br />issue date: `j 0-20-2 `j <br />REVISIONS: <br />date: initial: <br />12/08/2021 DR <br />FFO" DOOR F"SM <br />o° I I 0 <br />SD-2 <br />U— 5TRUGTURAL 6ABLE END HIP 61RDER TRUSS I 'Q ,� <br />LL <br />------�--- I '� W U <br />z L <br />SD-2 3 <br />SD-2--------------------------------------------------------------s 'Q <br />UJ <br />jui <br />L U <br />SD-2 I U., < <br />1 STRUGTURAL 6ABLE END HIP GIRDER TRUSS 1 <br />0 00 U1 <br />-- ------ ------ ----- --- - ----- ------ ------ ----- <br />O X-0Z <br />x <br />ROOF SRAM I NO PLAN <br />SCALE: 1/4"=l'—O" (22x34 SHEE <br />SCALE: I/8"=1'-0" (IIxl7 SHEET) <br />FORM B <br />sheet: <br />SmI.3 <br />