Laserfiche WebLink
C <br />0 <br />0 <br />o � <br />0 <br />o Lu <br />LL_ <br />PPAP I ANAI nPnPPPn RPAMG. <br />w <br />K <br />LL <br />O <br />LL <br />0 <br />w <br />LL_ <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />1:.:::::.: I EXTENT OF OVERFRAMIN6 <br />L -- -•-•- -•-- J <br />• .- -- ---VINDICATES I/8"xl" SAN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NO PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/8'*'-0" (IIxl7 SHEET) <br />ROOF FRAMINC6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 05B/PLYNOOD 5HEATHIN6 24/16, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" <br />RING 5HANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E96E5 4 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 <br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 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 BELOW w/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPLIFT GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD NALL/NOOD BEAM <br />ROOF C71RDER TRUSS BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE5ICYN <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDAR05 FOR METAL PLATE GONNEGTED WOOD <br />TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />10 °Cr- <br />seal: <br />* <br />Ic <br />W� <br />` <br />OF i. <br />PIT <br />��(. <br />y�•• <br />•••� <br />!`e`: it <br />�6t�.Ptlill�i�� <br />DEC 16 2021 <br />© copyright: MULHERN & KULP <br />structural Engineering, Inc. <br />z <br />J� <br />W <br />CD <br />� <br />e- <br />3■ z <br />W <br />J <br />V <br />� <br />Q <br />Z= <br />.n <br />U_ <br />A <br />� �- <br />cc <br />UJ rn <br />E <br />J <br />Q <br />m <br />E <br />Z <br />Q <br />Q <br />.J <br />Y <br />yW2 <br />lil <br />; <br />m <br />O N <br />9 <br />M <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 1 2-14-21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />Sm 1.3 <br />