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ho <br />0 <br />0 <br />2x8 LED6ER EA <br />GMU W (2) %4" DI <br />LON6 TAPGON5 <br />PPAP I ANIbl rnt?n1DTDl=r) RI=AMC,. <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• - - - BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• — — — LOCATION AND EXTENT OF SHEARNALL <br />• I:.:::::::I EXTENT OF OVERFRAMIN6 <br />• ° ­- - ­­]NDIGATE5 I/8"A" 5AN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLDCAN / 5TRAF SCHEDULE <br />(MBOL 5PEGIFIGATION <br />FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF 63. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) A" <br />5T-I DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />ROOF FRAMIN6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24�6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"xO.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 s <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG <br />TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ <br />SIMP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'S BC51 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPL I f'2T GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRUSS <br />CONNECTOR <br />LEN6TH <br />< 15' <br />5I MP50N H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />SIMPSON HIOA <br />WOOD STUD HALL/HOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />SIMP50N HT520 <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN61NEER 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 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />NJ <br />t0 R <br />ONAlZOZ' <br />© copyright :�l}LRN %& KIT <br />Structural Engineering, Inc. <br />=z Z <br />w <br />D w <br />\/ z <br />z <br />w <br />J <br />Q <br />Z o_ <br />cc =:) <br />Wcc <br />CI) <br />_J_ <br />Q <br />z <br />W <br />y <br />W <br />7 <br />M&K project number: <br />N <br />0 <br />rn <br />a <br />.n <br />Q <br />1 a <br />'r 'x <br />tm E <br />v w <br />M j <br />OD <br />> • <br />C o <br />0 <br />CP <br />mc9 <br />O N <br />M a <br />068-22001 1 <br />project mgr: JSB <br />drawn by: p R <br />issue date: `j 0-04-21 <br />REVISIONS: <br />date: initial: <br />C <br />z <br />d <br />a Q <br />a <br />0 <br />z LL <br />U) <br />Ld 0 <br />� Q z <br />O � <br />� CL <br />W <br />� � d <br />O Z) <br />w <br />0 0 <br />.J 3 <br />LL z L <br />2N FLOOR RAMIN& PLAN Q ,� <br />SCALE: I/4"=I'-O" (22x34 SHEET) FORM B Z > 0 z <br />SCALE: I/8"=1'-O" (Ilxl1 SHEET) n i J J <br />sheet: <br />