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REAR LANAI DROPPED BEAMS: —� <br />�IMP�,nf`I Rr.dG, �.4P <br />FASTEN INTERSEGTIN6 <br />DROPPED BEAMS TO P05T <br />PER DTL U/5D-2 <br />ABA46Z BASE <br />LEGEND <br />• INTERIOR BEARING WALL <br />• - - - BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF SHEARWALL <br />I: :I EXTENT OF OVERFRAMING <br />*— -- —INDICATES I/8"xl" SAW 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 />BLOCKING UNDER P05T OR JAMB ABOVE. <br />R00� FRAMING PLAN <br />ROOF FRAM I N6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 055/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 EGUIV) ® 6" O.G. AT PANEL EDGES 4 <br />6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END � DRAG <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLESS OTHERWISE NOTED. <br />' ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S 5G51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DWGS. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"4.131" NAILS ® I6" O.G. <br />UPL I PT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />SINGLE ROOF TRUSS BEARING ON <br />> 15' <br />SIMPSON HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF G 1 RDER TRU55 BEARING ON <br />ALL <br />51 MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETA16 <br />.T <br />FLUSH 6. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS GONSTRUGTION". M6K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: \\N <br />A STATE OF ; 40 zZ <br />ON <br />© coPYriit t�11Ffll� <br />StruAdrdt�n veering, Inc. <br />LD <br />Z <br />JLU <br />W <br />LU <br />z <br />z <br />z <br />w <br />U <br />ZF- <br />W� <br />T <br />�Z <br />W <br />G <br />y <br />W <br />M&K project number: <br />c <br />C <br />a <br />CD <br />1 Q <br />..I.- <br />an <br />E <br />m <br />A <br />CD :2 0 <br />Y <br />2 <br />M <br />0 <br />N <br />M M <br />068-2001 1 <br />project mgr: <br />JSB <br />drawn by: <br />MJT <br />issue date: <br />05-28-2 1 <br />REVISIONS: <br />date: <br />initial <br />LL <br />0 <br />0 <br />sheet: <br />J <br />W <br />0 <br />2 <br />0 <br />N <br />NL <br />1—' <br />0 <br />J <br />Q <br />0 <br />J <br />LL, <br />Z <br />ixx <br />IL <br />W <br />d <br />J <br />U <br />U) <br />e <br />z <br />1 <br />SCALE: 1/4"=1'-0" (2244 SHEE <br />SCALE: 1/6"=1'-0" (110 SHEET) <br />Sm 1.3 <br />