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L <br />I I I I I A i L I_ <br />11, <br />PPAP I ANIAI nPnPPFn RFAMC.,. <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I:::::::::I EXTENT OF OVERFRAMIN6 <br />• - 1 1 INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLDOWN / STRAP 50HEDULE <br />)YMBOL 51PEGIFIGATION <br />FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF 6.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) )/4" <br />ST-I DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />"7ER FASTENED <br />) y4" DIA. x 3 y2" <br />'CONS 0 16" O.G. <br />ROOF FRAMIN6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. OSB/PLYWOOD SHEATHING 24/6 <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/6'W.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 $ <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END d DRAG <br />TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 8 TPI'5 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLING & BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. <br />UPL I F-T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />SIMPSON H2.5T <br />SINGLE ROOF TRUSS BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />SINGLE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES d SCHEDULES <br />seal <br />7 <br />J4'r*E nc <br />© copyright: MULN��tE NA L t� <br />Structur <br />CD <br />z <br />JLU <br />w <br />w <br />Z_ <br />c <br />Lo <br />M <br />Z <br />w <br />aa. <br />J <br />Q <br />W <br />N <br />Z= <br />A <br />C E <br />►— <br />UJ <br />a) <br />=T <br />m E <br />a <br />JZ <br />;• <br />VLU <br />op <br />2cr�cr�� <br />y <br />Lu <br />m �h <br />g N <br />cc <br />co O. <br />I IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 09-1 4-2 1 <br />REVISIONS: <br />date: initial: <br />' <br />ST- I <br />J <br />Q <br />nn <br />V <br />0 <br />J <br />- --- -- 38 <br />SD-2 <br />r <br />� <br />�.[� <br />'SST 1 <br />J U? <br />W <br />Z <br />3 <br />LL <br />0 W <br />SD-2 <br />0 <br />W D <br />O <br />�' <br />0 d <br />J <br />i L <br />z:--■ 'Q <br />AND FLOOR SRAM I NCB PLAN <br />Q <br />CID �4 <br />SCALE: 1/4"= I'-O" (22x34 SHEET) <br />Z <br />> 0 Z <br />SCALE: I/6"=1'-0" (IIxl9 SHEET) <br />n T <br />J J <br />sheet: <br />Sm 1.2 <br />