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I <br />1- <br />LL <br />O <br />LU <br />LL <br />l6 <br />LL <br />O <br />LU <br />v <br />LL <br />LEGEND <br />• 1-- = = = = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• M � M LOCATION AND EXTENT OF 5HEARNALL <br />& I: : : : : . : : : I EXTENT OF OVERFRAMING <br />— — INDICATES I/Wxl" 5AN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING <br />' SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6, <br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES & <br />0 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END 4 DRAG <br />TRUSSES rq/ RING 5HANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKING <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />' ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMING. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ <br />51MP50N VTGR GLIP5 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BC51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGING <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16" O.G. <br />UPL 1 fT GONNEGTOR5 <br />BEARING GONDITION <br />TRUSS <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD NALL/NOOD BEAM <br />ROOF GIRDER TRUSS BEARING ON <br />ALL <br />51MP50N HT520 <br />HOOD STUD NALL/NOOD BEAM <br />51146LE ROOF TRU55 OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETAI6 <br />FLUSH G.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH GONNEGTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD <br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYP I GAL <br />STRUCTURAL NOTE5 � 5GHEDULE5 <br />seal: <br />rn <br />o <br />a r <br />_ <br />X'a <br />© copyright440111111 R11 <br />Structural Engineering, Inc. <br />0 cm <br />z <br />J7 <br />w <br />w <br />Z <br />c <br />c0 <br />C" <br />z <br />w <br />aQ. <br />J <br />Q <br />Z <br />.—oc <br />¢ o <br />CC <br />E <br />W� <br />� cu <br />.5 j <br />=J <br />C] <br />a <br />J <br />Q. <br />coo <br />z <br />W <br />p <br />Y <br />o <br />y <br />LY <br />m` <br />c c <br />M d <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: ,JSB <br />drawn by: MJT <br />issue date: 02-0 `j -21 <br />REVISIONS: <br />date: initial: <br />� 0 <br />LL <br />0.4 1.lA.AA1 <br />Q z <br />U x <br />z a <br />W <br />W <br />ROOF FR*M 1 NG PLAN � <br />J <br />SCALE: 1/4"= I'—O" (22x34 SHEET) 0 U <br />SCALE. 1/6"=1'—O" (110 SHEET) I <br />LL z <br />0 (0 Cf) <br />0 > 0Z <br />x � JJ <br />sheet: <br />SmI.3 <br />