Laserfiche WebLink
LEGEND <br />ROOF FRAMIN& <br />— — <br />— <br />— <br />— — <br />— — — <br />— <br />— <br />— — <br />0 <br />\ <br />/ <br />• ® INTERIOR BEARIN6 NALL <br />• c = _ = c BEARIN6 NALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />- - - --INDICATES I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(5EE NOTE5) <br />AL METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113" <br />RING SHANK 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 $ DRA6 <br />TRUSSES N/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT E I RST 2 TRU55 BAYS FROM GABLE 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 TRUSS BELOW N/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BG51 I <br />GUIDE TO 600P PRAGTIGE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER <br />FASTENED TO FRAMING N/(2) 3"xO.131" NAILS 0 16" O.G. <br />UIPL I fT CONNEGTOR5 <br />BEARIN6 CONDITION <br />TRUSS <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />51146LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD NALL/NOOD BEAM <br />ROOF 61RDER TRUSS BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU NALL <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 EACH ROOF TRUSS SHALL BE CONNECTED <br />NITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN5I/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD <br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRANIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYP I GAL <br />5TRUGTURAL NOT5 � 5GHEDULE5 <br />N 7 <br />:� ST TE F •' <br />4 <br />Q14',� <br />© copyright; Mow <br />Structural Engineering, Inc. <br />�z <br />W <br />W <br />Z <br />z <br />W <br />J <br />Q <br />Z F- <br />U <br />W F- <br />cn <br />M <br />�J <br />W <br />CA <br />W <br />N <br />0 <br />rn <br />a <br />i <br />w <br />a� <br />� Q <br />C � <br />=o <br />z <br />m E <br />Q� <br />o <br />`? <br />o <br />mL6 <br />o `— <br />N <br />CM C1 <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: p R <br />issue dater `j 0-04-21 <br />REVISIONS: <br />date: initial: <br />fr I I \I LU ° <br />-1Ly o <br />Q <br />W <br />r v <br />5TRUGTURAL GABLE END ROOF GIRDER TRUSS \ I <br />O <br />— — -_ <br />F-- - - - <br />— ll6 — (2)2x6.._ <br />T <br />a <br />W C� <br />—_2)2x6-------7 �25 <br />Z <br />z <br />0 IL <br />26 <br />5D-2 <br />'—' <br />W <br />L D <br />ii <br />0 J <br />w <br />zmt� L <br />00 SRAM I N0 FLAN <br />0 <br />M (f) <br />SCALE: 1/4"I O" (22x94 SHEET) FORM B <br />0 <br />> 0 z <br />SCALE: 1/8 = I 0 (I Ixll 5HEET) <br />x <br />J J <br />sheet: <br />Sm 1.3 <br />