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i I I I I I 111 n 1 u 1 11 1 1 1 1 1 1 1 <br />r< <br />n <br />P>=AQ I AKIAI nPnPPPn R=AMC�. <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• = = = = = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• - - - LOCATION AND EXTENT OF 5HEARNALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />*_.....- - ._____-INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NC6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 0513/PLYWOOD 5HEATHIN6 24/6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING SHANK NAILS (R5R5-0I OR EGUIV.) 0 6" O.G. AT PANEL E06E5 4 <br />0 6" O.G. IN FIELD. EA5TEN 5HEATHIN6 TO 6ABLE END d DRAG <br />TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BC51 I <br />GUIDE TO 6001) PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED NOOD TRUSSES." <br />• ROOF TRU55 SHOP DH65, SHALL BE SUBMITTED TO ARCH 4 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 />UPL I 104T CONNECTORS <br />BEARIN6 CONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />HOOD STUD HALL/WOOD BEAM <br />ALL <br />51HP50N HT520 <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 BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED 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 WOOD <br />TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRANIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />5TRUGTURAL NOTE5 � 5GHEDULE5 <br />© copyright : MULHERN & KULP <br />Structural Engineering, Inc. <br />CD <br />JLU <br />w <br />w <br />z_ <br />CJ <br />c� <br />z <br />W <br />d <br />J <br />Q <br />L <br />� <br />Z= <br />Q� <br />c <br />cc <br />Cn <br />a <br />JZ <br />Q. <br />o <br />y <br />29 <br />m U% <br />LU <br />C N <br />cc <br />CG M <br />IV <br />M&K project number: <br />068-19022 <br />project mgr: ,J S B <br />drawn by: BC <br />issue date: 09-21-21 <br />REVISIONS: <br />date: initial: <br />w I /-------------- ; I z <br />d <br />LL <br />/ / I 0 <br />/ I / <br />HIP GIRDER TRU55 /I �" <br />4 / HIP 61 RDER TRU55 I 2 W <br />5D-2 I 5D-2 <br />O O (51 <br />H I P 61 RDER TRU55 f— <br />o w 4 / I oLL <br />5D-2 I T/ I `0 0 �' <br />LU <br />LL <br />O 0Z <br />I I <br />ROOD SRAM I NG PLAN <br />SCALE: 1/4"=1'—O" (22x34 SHEET) <br />VALE: 1/6'*'-0" (110 SHEET) <br />sheet: <br />Sm 1.3 <br />