Laserfiche WebLink
- - <br />- - - - - - - - <br />- - - - - - - - <br />- - - <br />- - - <br />- - - <br />- - - <br />- - <br />- <br />O <br />LL <br />O <br />W <br />LL <br />v <br />0 <br />LEGEND <br />• ® <br />INTERIOR BEARIN6 WALL <br />• _ _ _ <br />BEARIN6 WALL ABOVE <br />• <br />BEAM / HEADER <br />• <br />LOCATION AND EXTENT OF 5HEARWALL <br />1 • • :::::: • 1 <br />EXTENT OF OVERFRAMIN6 <br />L'--_'J <br />•------ -- _.__ ------INDICATE5 1/8"A" SAN GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />ROOF FRANIN6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS GONNEGTORS. <br />' ROOF SHEATHING SHALL BE 7/Ib" MIN. 0513/PLYW00D 5HEATHIN6 24/16, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/,5NO.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 d <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END d DRAG <br />TRUSSES w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRUSS 13AY5 FROM 6A5LE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES, <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />' TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ <br />51MP50N VTGR CLIPS o 24" O.G. <br />' ALL METAL HANOER5 SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />' EREGT AND INSTALL ROOF TRU55E5 PER NTGA d TPI'5 BG51 1 <br />" GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLING 4 BRACIN6 <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />' ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH d EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. <br />• SUPPORT PORCH t SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS o 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />SIMP50N H25T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15, <br />SIMP50N HIOA <br />WOOD STUD NALL/NOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />WOOD STUD WALL/NOOD BEAM <br />ALL <br />SIMP50N HT520 <br />51N6LE 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) SIMPSON HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL 13EARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR <br />5PEGIFICATION5 AND LOAD5 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: <br />N 77824 <br />� � T E OF :,4/' <br />OR <br />Vv S ••Ve ��,`�� <br />cD copyright : MULHE�dIINNINA ►� <br />Structural Engineering, Inc, <br />acD <br />Z <br />J� <br />w <br />w <br />\/ CM <br />z <br />i z <br />Z <br />w <br />J <br />Q <br />Z <br />U <br />W� <br />T � <br />i w <br />JZ <br />W <br />G <br />y <br />W <br />7 <br />M&K project number: <br />0 <br />rn <br />Q <br />• a <br />c <br />3 <br />•_ -mac <br />m E <br />< <br />mg <br />cco <br />m � <br />CM <br />o <br />CN <br />d <br />068-200 1 1 <br />project mgr: NJ M <br />drawn by: KG K <br />issue date: 05-2 6-20 <br />REVISIONS: <br />date: initial: <br />Cz <br />Z <br />d <br />0 <br />LL <br />W 0 <br />Q Z <br />W- <br />z 0 I(L <br />d <br />R �RAMI SPAN W -J 00 N L � <br />SCALE: 1/4'*'-0" (22x34 SHEET) LL <br />0 <br />SCALE: 1/6"=1'-0" (110 SHEET) <br />LL z o) < <br />0 �U) <br />I~ Z <br />0 > 0 <br />� I JJ <br />sheet: <br />Spol.3 <br />