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LEGEND <br />Lm son nnnn O o :1 Q WAI <br />• i-- _ _ _ ::3 BEARING WALL ABOVE <br />• BEAM / HEADER <br />• M soon M LOCATION AND EXTENT OF 5HEARWALL <br />I: • : : I EXTENT OF OVERFRAMIN6 <br />s— -M- -- ------INDICATES I/8"A" SAW 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 />OO O <br />o w <br />LL <br />ROOF FRAMING <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR SGHEDULE 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 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 d <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END i DRAG <br />TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRUSS 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 TRU55 BELOW w/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA d TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW6S. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FASTENED TO FRAMING W(2) 3"xO.131" NAILS 0 16" O.G. <br />UPL I r-T CONNECT OR5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />SIMP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 <br />"NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS CONSTRUCTION". MiK HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REOUIREMENT5 OF ASGE-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />se o*�p9, <br />r ; <br />:.A •• A mac' •_ <br />��'• O,c�•�L O <br />© copyright ; MULHERN & KULP <br />Structural Engineering, Inc, <br />z <br />J� <br />w <br />w <br />Z <br />Cn <br />c.0 <br />z <br />w oa.. <br />J d <br />Q a <br />z Q o <br />� � Q <br />c <br />a� <br />W '5 <br />� 0°o CM <br />E <br />=a Q. <br />JZ CD <br />W y <br />y m �h <br />W 0 N <br />cc C-) G. <br />M&K project number: <br />068-200 1 1 <br />project mgr: J S B <br />drawn by: JAI <br />issue date: 04-22-20 <br />REVISIONS: <br />date: initial: <br />W I / I z O <br />LL <br />VALLEY TRUSS <br />J U <br />o� / \ O.F. @ 24" O.G. � W Z <br />Cz <br />/ I . <br />IL <br />HIP GIRDER TRUSS \ / z 0 <br />5D-2 I 5D-2 <br />v / HIP 61 RDER TRUSS <br />LL I (51 M.) <br />= o (51M.) I I I � d <br />91 <br />o w 4 HIP GIRDER TRU55 VALLEY TRU55 i i <br />r I 5D-2 C I O.F. 24 O.G. LL <br />I 11.' 0 <br />o w <br />r LL co co< 0 <br />0 0Z <br />0 IJ <br />RCC0 SRAM I NG PLAN <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: I/8"=1'-O" (110 SHEET) <br />FORMS 5 <br />sheet: <br />Sm 1.3 <br />