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seal: <br />In <br />n <br />c <br />r- <br />FASTEN DROPPED BEAMS rO <br />REAR LANAI DROPPED BEAMS: <br />(2)2x12 W %2" 05B/PLYWOOD <br />L2TInl}.I DI YG /Tra n� �l <br />I U✓ I✓ I L-1L I L V/ ✓L L ` I I I V I L/ <br />4x6 POST W 51 MP50N--~o <br />ABA46Z BASE <br />(TYP. OF 2) I Luu <br />l <br />JD- <br />GD-2 <br />_ <br />\ <br />DRO <br />PED <br />EAM <br />L I I ll . I L I✓ \ I I I v l ✓/ <br />O O <br />0 <br />I Lu <br />m I < <br />xL <br />Q <br />01 <br />51)-2 <br />Q <br />/ <br />I HIP <br />DER <br />/ <br />/ <br />U55 <br />I SD-2 <br />51MP50N HUG412 FASTENED <br />BAGK TO GMU BLOGK w/ <br />SIMPSON TITEN SCREWSff <br />O- <br />'Lu <br />HIP GIRDER <br />TRU55 <br />Nnal", <br />I <br />7, <br />I <br />------' <br />I <br />I <br />o <br />o <br />O <br />I <br />I <br />I <br />I <br />----------- <br />I <br />I <br />I I <br />I <br />I <br />I I <br />I <br />I <br />� <br />I <br />o <br />QW <br />Q-o <br />v <br />/ <br />I 5D-2 <br />v <br />�W <br />IV <br />/ Lu <br />QLu <br />/ p <br />1 <br />/ <br />zo <br />/ <br />HIP (51RDER TRUSS <br />I <br />O <br />Lu <br />u- I <br />/ <br />/ <br />/ / <br />/ <br />I <br />----------------- <br />/ 5D-2 <br />I -----------------, <br />5TRUGTURAL SABLE END HIP GIRDER TRUSS <br />/ <br />r---------------------------- <br />I <br />zz <br />I I <br />5D-2 3 <br />5D-2 <br />/ 41� <br />5D-2 <br />I <br />------------------------------------------------n <br />- <br />5TRUGTURAL 6ABLE END <br />_ <br />HIP GIRDER TRU55 <br />LEGEND <br />• ® INTERIOR BEARIN6 NALL <br />• _ _ _ _ = BEARIN6 HALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARNALL <br />'7: <br />• I: :I EXTENT OF OVERFRAMIN6 <br />• INDICATES 1/8"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 POST OR JAMB ABOVE. <br />RCC� �RA I N6 FLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: I/V=I'-0" (110 SHEET) <br />ROOF FRAMING <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO 6ABLE END 4 DRA6 <br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. <br />ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />5IMP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'S B651 I <br />GUIDE TO 600D PRAGTIGE FOR HANDLIN6, INSTALLIN6 $ BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER <br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I fT CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />SIMPSON H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />WOOD STUD WALLMIOOD BEAM <br />> 15' <br />5IMP50N HIOA <br />ROOF GIRDER TRU55 BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />5IMP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />5IMP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL <br />(2) SIMPSON HETAI6 <br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS 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 WOOD <br />TRU55 CONSTRUCTION". MdK HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />•�ocsrr- <br />:' <br />CIA 2 <br />E G; <br />v <br />© copy�h htERN &YUV <br />i! ructural Engineering, Ind., <br />acD <br />z <br />R <br />LLJ <br />w <br />Z <br />c0 <br />Q' <br />z <br />w <br />a <br />J <br />� <br />Q <br />cr- <br />Z = <br />c <br />•� <br />cn <br />j <br />E <br />+ a <br />J;: <br />aCD <br />o <br />Z <br />C2 <br />Y <br />y <br />o <br />m L6 <br />W <br />C N <br />c. <br />Co O. <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: .J S B <br />drawn by: D R <br />issue date: 0 9-2 9-21 <br />REVISIONS: <br />date: initial: <br />02/22/22 Dip, <br />d <br />GL <br />LL <br />0 <br />0 <br />sheet: <br />w <br />w <br />00 <br />0 <br />J <br />Sm 1.3 <br />'Q <br />Q <br />0 <br />J <br />LL <br />ui <br />O <br />z <br />x <br />W <br />'Q <br />W <br />J <br />'Q <br />U <br />d <br />W <br />z <br />J <br />