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'I: <br />c <br />c <br />r— <br />-------------- <br />--------------------------,% <br />I <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />• I I EXTENT OF OVERFRAMIN6 <br />•- - -- - -INDICATE5 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />i. (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE, PROVIDE SOLID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />ROOF FRAM I N6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS, <br />• ROOF 5HEATHIN6 SHALL BE 1/Ib" MIN. 05B/PLYWOOD 5HEATHIN6 24/6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"0.I13" <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL E06E5 $ <br />® b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />GONTINUOUSLY 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 HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFAGTURER, UNLE55 OTHERNISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTCA $ TPI'5 BG51 I <br />GUIDE TO 600D PRAGT►GE FOR HANDLING, INSTALLIN6 $ 13RAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ ENO, <br />FOR REVIEH AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH d SHORT SPAN ROOF TRU55ES w/ 2x4 LEDGER <br />FASTENED TO FRAMIN6 W(2) 3"x0.131" NAILS ® 16" O.G. <br />U12L I rT CONNECTORS <br />BEARING CONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRU55 BEARIN6 ON <br />> 15, <br />SIMPSON HIOA <br />HOOD STUD HALL/WOOD BEAM <br />ROOF 61RDER TRUSS 13EARIN6 ON <br />ALL <br />SIMPSON HT520 <br />HOOD STUD WALL/WOOD BEAM <br />51NOLE 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) 51MPSON HETAI6 <br />FLUSH G.T. BRO. ON GMU HALL <br />ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED <br />WITH GONNEGTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD <br />TRU55 GON5TRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN AGGORDANGE NITH THE REGUIREMENT5 OF A56E-1-10. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAHIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />g�eeeeu►►►see <br />seal; <br />JU <br />S E <br />© copYd9ht milk %%`,,` <br />Structuraf ligm nc. <br />ocD <br />z <br />J� <br />W <br />w <br />z <br />c <br />rn <br />'- <br />zz <br />W <br />J <br />a <br />i <br />°' <br />a <br />m <br />Z= <br />A <br />m <br />Wa� <br />cn <br />i E <br />a <br />'5 a <br />=� <br />a <br />m E <br />J� <br />Q. <br />�Q <br />Z <br />W <br />p <br />MCD <br />V <br />o <br />y <br />ey <br />m` un <br />8 N <br />C. <br />C5 = <br />7 <br />M&K project number <br />068-2001 1 <br />project mgr NJ M <br />drawn by: KG K <br />issue date: 05-20-20 <br />REVISIONS: <br />date: initial: <br />cz <br />c <br />O <br />'Q <br />Q <br />Ix <br />z 0 <br />LL <br />�I <br />Q z <br />� a <br />� Q W <br />R00� SRAM I NG PLAN J <br />SCALE: I/4'*'-0" (22x34 SHEET) r <br />SCALE: I/8 -I 0 (Ilxl'i SHEET) U-4 r1i' < <br />Lli OD <br />� W <br />0 0 � <br />xLd0 _., <br />�zi <br />sheet; <br />Sml.3 <br />