Laserfiche WebLink
Q, <br />0 <br />i <br />LL <br />O <br />0 <br />0 <br />r— <br />L <br />U <br />L <br />D- <br />W m <br />O � <br />N O <br />LL O <br />N <br />N <br />LEGEN17 <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ BEARING NALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />•--- -- ---W---- INDIGATES I/8"A" 5AN GUT GONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(5EE NOTE5) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LIO <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NC6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYH000 5HEATHIN6 24/16, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/a"x0.113" <br />RING 5HANK NAILS (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL ED6E5 4 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRU55E5 w/ RING 5HANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIR5T 2 TRU55 BAY5 FROM GABLE END. <br />PROVIDE "H" 51YLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU51-Y UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 0 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERWI5E NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S E3,51 I <br />" GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DN65. SHALL BE 5U13MITTED TO ARGH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• 5UPPORT PORGH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FA5TENED TO FRAMING w/(2) 3"x0.131" NAIL5 0 16" O.G. <br />UPL I FT GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51NGLE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />HOOD STUD NALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORGH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 63., FLU5H BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 67. BR6. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON5113ILITY OF THE EN61NEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDAR05 FOR METAL PLATE GONNEGTED HOOD <br />TRU55 GON5TRUGTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REOUIREMENT5 OF A5GE-1-10. <br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAP06 5HALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />sea 1 <br />q^cneEsa�� <br />o <br />• No 7RL,� <br />STATE 0.' <br />© copyflgV, WkAN & KULP <br />i;v'c4r9 Engineerina. Inc. <br />nCD <br />z <br />z <br />JLU <br />w <br />w <br />z <br />i z <br />z <br />w <br />.J <br />Q <br />°C <br />Z <br />U <br />W� <br />M J <br />H <br />IC <br />JZ <br />W <br />C <br />y <br />W <br />0 <br />rn <br />a <br />Q <br />� n <br />c Y <br />'v <br />m E <br />Q � <br />:2m <br />V -T <br />Y <br />m` <br />pp N <br />CY) d <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: MJT <br />issue date: `I 0-09-20 <br />REVISIONS: <br />date: initial: <br />c�•P" <br />a, <br />Cz� <br />'Q <br />Q <br />ix <br />z 0 <br />..1 <br />LL <br />0-M L1 z <br />U Q x <br />a <br />0 U) <br />U) <br />ROOD FRAMING PLAN ULJ -i <br />SCALE: 1/4 — I —0 (22x34 SHEET) 0 <br />SCALE: 10*'-0" (110 SHEET) <br />LLB z (y) 'Q <br />0 <br />0 > Oz <br />x � JJ <br />sheet: <br />Sw 1.3 <br />