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REAR LANAI DROPPED BEAMS: <br />seal: <br />FASTEN INTER5EGTIN6 <br />DROPPED BEAM5 TO P05T <br />PER DTL U/5D-2 <br />ABA46Z BASE <br />0 <br />E <br />U- <br />o <br />w <br />v <br />� <br />U- <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />r- .-.-.� <br />I: • : : I EXTENT OF OVERFRAMIN6 <br />•--._._...-•-• ___ -�------INDIGATE5 I/8"A" SAW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRUSS GONNEGTOR5. <br />• ROOF SHEATHING SHALL BE 7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/1( <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 4 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />GONTINUOU51-Y UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />SIMPSON VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'S. BG51 I <br />GUIDE TO 600D PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP ON65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I f-7 GONNEGTOR5 <br />BEARING GONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H25T <br />SINGLE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />WOOD STUD HALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51116LE ROOF TRUSS OR PORGH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETA16 <br />FLUSH 6.T. BR6. ON GMU NALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-7-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 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 />5TRUGTURAL NOTE5 � SGHEDULE5 <br />o°\11 1 G t/o/���%� <br />NO , <br />ST <br />AT& OF <br />© COPyri9 D P "N <br />WI&I I <br />I I I N"` <br />Z <br />J7=- <br />W <br />w <br />z <br />o <br />c� <br />M <br />z <br />w <br />J <br />CL <br />� <br />Q <br />Z I- <br />Q o <br />v <br />C.)cc <br />. <br />�4 <br />c <br />W <br />=J <br />a <br />CO <br />;. <br />Z <br />cco <br />W <br />0 <br />y <br />W <br />2 <br />m <br />6 <br />CC <br />ch Q <br />s <br />M&K project number: <br />068-200 1 1 <br />project mgr: .,J S B <br />drawn by: BC <br />issue date: 06-2 4-2 `j <br />REVISIONS: <br />date: JUN 2 8 2021 initial: <br />d <br />Q <br />� O <br />� LL <br />W 0 <br />a z <br />0 0 a <br />zrram� <br />VI <br />ram-, <br />D <br />I..r�1 <br />L LLJW V <br />L <br />p .� � U) <br />0 '�0 z <br />ROC FRAM I NG FLAN sheet: <br />SCALE: 1/4"=V-0" (22x54 SHEET) <br />SCALE: I/8"=1'-0" (IIxl7 SHEET) <br />Sm <br />1.3 <br />