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PPAP I &KiAi npnppr-n RPAMG <br />0 <br />0 <br />N <br />LU <br />LL <br />O <br />0 <br />Nt <br />N <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• c - - - BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />r-..-. 7.-.� <br />EXTENT OF OVERFRAMIN6 <br />• ----•w INDICATES I/8"A" 5AN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOD SRAM I NO PLAN <br />SCALE: 1/4"= I'—O" (22x34 SHEET) <br />SCALE: 1/8"=1'-0" (110 SHEET) <br />ROOF FRAMIN6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYNOOD 5HEATHIN6 24/b, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG <br />TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM CABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 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 />SIMPSON VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERNISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, I115TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LE06ER <br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS @ 16" O.G. <br />U10L I FT GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRU55 <br />GONNECTOR <br />LEN6TH <br />< 15' <br />51 MP50N H2.5T <br />51N6LE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />HOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />ALL <br />SIMPSON HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU NALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETAI6 <br />FLUSH 6.T. BR6. ON GMU NALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN6INEER 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 THI5 DRANIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUGTURAL NOTES � SCHEDULES <br />seal: <br />14® 776 4 <br />o t <br />a <br />© copyright : MULH6fx KULP9 � <br />Structura�ee n nc <br />Z <br />JCz <br />C= <br />w <br />w <br />Z <br />c <br />C.D <br />z <br />C" <br />w <br />nQ.. <br />J <br />� <br />Q <br />Z <br />Q o <br />CU <br />cc <br />x <br />c <br />UU F- <br />y <br />-2 E <br />3 <br />=a <br />m <br />> <br />Jz <br />W <br />Mo <br />Y op <br />o04 <br />cr� <br />ca <br />LU <br />M �h <br />C N <br />c. <br />co O. <br />IV <br />7 <br />M&K project number: <br />068-200 1 1 <br />project mgr: ,J S B <br />drawn by: DJ R <br />issue date: 0 `j `j 4-2 2 <br />REVISIONS: <br />■ date: initial: ■ <br />LL <br />0 <br />0 <br />sheet: <br />J <br />W <br />2 <br />0 <br />F-4 <br />0 <br />0-4 <br />N <br />d� <br />I~ <br />0 <br />.J <br />Sm 1.3 <br />