Laserfiche WebLink
0 <br />a <br />e <br />ROOD FRAM I NO PLAN <br />SCALE: 1/4"=l'-O" (22x34 SHEET) <br />SCALE: 1/8"=1'-0" (110 SHEET) <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARNALL <br />EXTENT OF OVERFRAMIN6 <br />• - INDICATES I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(5EE NOTE5) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NO <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. O5B/PLYWOOD SHEATHING 24/6, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"xO.113" <br />RING SHANK NAILS (R5RS-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 i <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END i DRA6 <br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKING <br />ALONG PANEL ED6E5 AT F I RST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 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 4 TPI'S BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 � BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRUSSES." <br />• ROOF TRUSS SHOP DH65. SHALL BE SUBMITTED TO ARCH i EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS @ 16" O.G. <br />UPL117 CONNECTOils <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51 MP50N H2.5T <br />51N6LE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARING ON <br />ALL <br />51 MPSON HT520 <br />HOOD STUD NALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU NALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU HALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHILL BE CONNECTED <br />KITH CONNECTOR A5 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 HOOD <br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES $ SGHEDULES <br />seal;•" �Q'r1714 % <br />rTO <br />; Stu <br />lr�� �C <br />d#Lli 7 2021 <br />copyright ; MULHERN <br />Structural Engineering, Inc, <br />CD <br />z <br />J� <br />w <br />w <br />z <br />c <br />� <br />z <br />rn <br />w <br />0- <br />J <br />i <br />a� <br />Q <br />Z= <br />a <br />U <br />a- <br />LUF- <br />C/7 <br />v w <br />S j <br />J <br />m E <br />Z <br />Q <br />�i— <br />W <br />vo <br />Y CP <br />o C9 <br />y <br />W <br />m uo <br />C N <br />�i. <br />CM C L <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />D.J R <br />issue date: 1 <br />2-1 4-2`j <br />REVISIONS: <br />date: initial: <br />d <br />z <br />wLL <br />° <br />� <br />a' <br />Q <br />z <br />0 <br />� <br />Ld <br />Z) <br />LLO <br />U <br />U. <br />z <br />p0 <br />Lo (f) <br />0 <br />> <br />z <br />x <br />J J <br />sheet: <br />W <br />s <br />■ <br />Sm 1.3 <br />