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i73•_Y7f_1111I_ <br />C <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• — — — BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />. •7 <br />I: • : : I EXTENT OF OVERFRAMING <br />— — —INDICATES WYA" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOCKING 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 SHEATHING SHALL BE 7/16" MIN. OSB/PLYWOOD SHEATHING 24/b, <br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS H/ 2 3/8"xO.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4 <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG <br />TRUSSES H/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. <br />ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH d SHORT SPAN ROOF TRUSSES H/ 2x4 LEDGER <br />FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPL I �T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />S1MP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />> 15' <br />51MP50N HIOA <br />ROOF 61RDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />SINGLE 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) 51MPSON HETAI6 <br />FLUSH G.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". M8K HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PECIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal: d' -'v <br />No S 4 <br />=�} A7 <br />OF -. <br />© cop} MMULH N20112- <br />Structural Engineering, Inc. <br />0.. c0 <br />z <br />J� <br />W <br />w <br />Z <br />o <br />c� <br />M <br />Z <br />w <br />a <br />J <br />CDQ <br />= <br />.0Z <br />E <br />A <br />W� <br />2� <br />c� <br />J <br />M E <br />Q <br />j 1 <br />JZ <br />o <br />p <br />H <br />o(0 <br />CO.)m <br />L6 <br />W <br />Co N <br />CY) CL <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 01 - 18-2 2 <br />REVISIONS; <br />■ date: initial ■ <br />Q <br />7 �w 0 <br />5D-2 I z TT <br />5TRUGTURAL GABLE END HIP 61RDER TRU55 '� �—.—I L" <br />UJ <br />I - -IL I <br />0 z <br />I I � (L <br />5D-2 U) <br />5D-2 � Ld U) <br />O <br />I I I � <br />�, � U <br />5TRUGTURAL 6ABLE END HIP GIRDER TRU55 I V-2 LL, Z � 'Q <br />O (y)0 > 0 z <br />Z—f— — — — — — — f — — I — —N 0� <br />ROOF FRAM I NO PLAN <br />SCALE: 1/4"=1'—O" (22x34 SHEET) <br />SCALE: 1/6"=1'—O" (110 SHEET) <br />sheet: <br />Sm 1.3 <br />