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a <br />QPAQ I AKIAi nQnPPFn RFAM�. <br />LEGEND <br />LMININNINESE <br />• = _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• m ml m LOCATION AND EXTENT OF SHEARWALL <br />-.-.-. 1 <br />EXTENT OF OVERFRAMIN6 <br />*— -- - — -INDIGATES 1/8"A" SAW GUT CONTROL JOINT <br />INDIGATES LOCATION OF REINFORGED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NO <br />• 5EE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1116" MIN. O5B/PLYW000 5HEATHIN6 24/y <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING SHANK NAILS (RSRS-01 OR EOUIV.) 0 6" O.G. AT PANEL E06E5 $ <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 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 />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />SIMP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARGH i EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. <br />UPL I r-T GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SEGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRU55 GONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SGHEDULES <br />``.`\\Atli11!/d11;7 4` <br />seal ®\�\A ...� '•��� <br />� a <br />s <br />^�„ aNO <br />e e '— <br />A BcIf <br />0,°°�ar�® <br />MAL <br />© copyright: MULN R & WWI <br />Structural Engineering, Inc. <br />0 CD <br />z <br />J� <br />w <br />w <br />z <br />o <br />c� <br />z <br />CY) <br />w <br />ca.. <br />J <br />Q <br />i <br />� <br />Z= <br />Q <br />C <br />W� <br />E <br />m� <br />E <br />a <br />a. <br />J� <br />Z <br />CL)o <br />o <br />W <br />coo <br />� <br />o coo <br />y <br />m L6 <br />W <br />C `— <br />N <br />= <br />M G. <br />M&K project number: <br />068-200 1 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 1 2,-14-21 <br />REVISIONS: <br />date: initial: <br />03/11/22 DJR <br />0 ,/ a <br />I LU <br />� 3 U. <br />o <br />~� \ W ( <br />LL N Q~ Q <br />/ HIP 61RDER TRU55 / ( z W <br />/ HIP C71RDER TTPU55 I ') <br />o LL 1 <br />= O I 5D-2 I d <br />o v o LL 0 <br />LL _ o �~ <br />CL <br />oo -g� <br />- - - - - - - - <br />r< 0 '1 F. U) <br />1 11 �t H �r% 0 0Z <br />R00� �RAMING PLAN <br />sheet: <br />SCALE: 1/4"=V-0" (22x34 SHEET) <br />SCALE: I/V=1'-0" (11x1l SHEET) <br />S--1.3 <br />