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LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />EXTENT OF OVERFRAMIN6 <br />• - - -INDICATES I/6"xl" 5AW GUT CONTROL JOINT <br />INDIGATES LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />P.T. <br />PO <br />POST <br />PROVIDE (1) <br />51MP50N G520 <br />STRAP ON EAGH <br />EXTERIOR FACE <br />OF P05T, 9" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR W00P LANAI <br />TYP. SEAM TO P05T GONN. <br />SCALE: 3/4"=I'-0• <br />ROOF FRAMING <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 24/16, <br />EXP05URE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/e"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL ED6E5 4 <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRA6 <br />TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOCKING <br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIPS ALON6 UNSUPPORTED E06E5. <br />• ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP5ON VTGR GLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 0 16" O.G. <br />UPL I F-T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51MP50N H2ST <br />SINGLE ROOF TRU55 BEARING ON <br />> 15, <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON515ILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNECTORS PER SEGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE5I6N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWING 5HALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 4 SCHEDULES <br />2020 <br />seftCT 1G. <br />•�: <br />o No 77824 <br />e <br />:* e <br />STATE Or <br />°'=Uz <br />• A, <br />z <br />Z <br />.J W <br />w <br />w <br />Z <br />o <br />z <br />w <br />oa.. <br />J <br />QEj <br />.c <br />Z= <br />Q <br />U <br />� Q <br />F- <br />W cn <br />: w <br />•5 <br />T <br />00 E <br />J Z <br />Q� <br />�. <br />VC3 <br />2 J <br />y <br />o <br />m L6 <br />W <br />C <br />N <br />CY3 n <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by MJT <br />issue date: 10-07.20 <br />REVISIONS: <br />date: initial: <br />I o <br />i I <br />0 <br />z J <br />LL <br />LU <br />I <br />VALLEY TRU55 vz <br />' I N I••�•� V <br />O.F. 0 24�� O.G. I I U_a W Z <br />II I EL <br />I �� i I ♦ I 0 vl <br />HIP GIRDER TRU55 I 'Q <br />HIP 61RDER TRU55 5D 2 502 <br />51 <br />VALLEY TRU5rs <br />5 HIP 61 RDER TRU5W"' <br />O O.F. @ 24" O.G. `t I I ,� I -rv 0 <br />0o I ' I � LLw rI�z <br />_-- _-- -- _-- _-- Q 0 <br />.04 <br />R00� SRAM I NG PLAN <br />SCALE: 1/4"=1'-0" (2204 SHEET) <br />WALE: 1/8"=1'-0" (IlxI 1 SHEET) <br />sheet: <br />Sm 1 .3 <br />