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2x8 LED6ER FP <br />TO GMU w/ (2) )/4 <br />3Y4" LONG TITEN <br />5GREW5 @ 16" C <br />PPAP I AWAI n;PnPPFn RPAMC. <br />:ND FLOOR FRAMING PLAN <br />SCALE: 1/4"=1'-O" (22x54 SHEET) <br />SCALE: 10*'-0" (110 SHEET) <br />LEGENP <br />• ® INTERIOR BEARIN6 NALL <br />• _ _ _ = BEARIN6 HALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARNALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />*,-- '- ---INDIGATE5 Ilb"A" SAN GUT CONTROL JOINT <br />INDICATES LOGATION OF REINFORGED GMU GORE <br />El (SEE NOTES) <br />L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLI7OM / 5TRAP 50H=1 ULE <br />SYMBOL <br />5PEGIFIGATION <br />FASTEN BUILT-UP PO5T5 SUPPORTING ROOF 63. TO <br />GMU HALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" <br />5T-I DIA x V4" LON6 TAPGON5 INTO GMU. DE516N AGGOUNT5 <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />ROOF FRAM I NO <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />' ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHIN6 24/b, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING SHANK NAILS (RSR5-01 OR EQUIV) ® 6" O.G. AT PANEL ED&E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. <br />' ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRUSS <br />MANUFACTURER, UNLESS OTHERN15E NOTED. <br />' ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI5 BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 8 BRAGIN6 <br />OF METAL PLATE GONNEGTED HOOD TRUSSES." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARGH 4 EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 169" O.G. <br />UPL I r-T GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRUSS BEARIN6 ON <br />> 15' <br />SIMPSON HIOA <br />WOOD STUD HALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EAGH ROOF TRUSS SHALL BE GONNEGTED <br />WITH GONNEGTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD <br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1—I6. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL <br />5UPER5EDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES &SCHEDULES <br />seal: <br />e a <br />�ygroy a .� a }Tr. <br />ATE z; <br />A e a <br />Gg <br />tN <br />SAL <br />© copyright: MULH R04 WA <br />Structural Engineering, Inc. <br />aca <br />z <br />J7- <br />w <br />w <br />� <br />o <br />C <br />'— <br />z <br />w <br />Cl- <br />+Q <br />Z <br />� <br />¢ o <br />= <br />U_ <br />4 <br />t E <br />W <br />:2 <br />Cn <br />j <br />T <br />m Ei <br />1�■� a <br />> <br />o <br />z <br />Mo <br />W <br />j2 <br />c <br />o <br />y <br />m <br />W <br />2 <br />mo N <br />OC <br />M n <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />J S B <br />drawn by: <br />MJT <br />issue date: <br />0 `I -26-20 <br />REVISIONS: <br />date: <br />initial: <br />0 <br />0 <br />J <br />LL <br />Ca <br />z <br />N <br />sheet: <br />J <br />W <br />2 <br />0 <br />0 <br />0 <br />J <br />Q <br />0 <br />LL <br />SmI.2 <br />-— <br />i-A I 1l i d.l .21,.E➢!li..,_ J e.-' _t..l�i,_.L il:l I I I ! . -�'. ., " ,li,., - <br />