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0 <br />Rr-Ap I AwAI i7pnpppn RPAMC�. <br />OOH <br />o LU <br />LE6END <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• M � M LOCATION AND EXTENT OF 5HEARNALL <br />1:.::::::: 1 EXTENT OF OVERFRAMING <br />-'_'_'_'J <br />•--- --- - ------INDICATES 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 50LIO <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMIN6 <br />• 5EE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 0513/PLYW000 SHEATHING 2%, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL EDGES 8 <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. <br />• ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMING. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERNI5E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGING <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I PT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />SIMPSON H2.5T <br />51N6LE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/NOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />SIMP50N HT520 <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING 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 ff SCHEDULES <br />Nfl <br />T8 4 <br />?i '• T AT 0 <br />•°. F <br />pJWOye2022 <br />© copyright: MULHERN & KULP <br />Structural Engineering, Inc. <br />0 cU <br />z <br />MJ w <br />w <br />z <br />N <br />CD <br />z <br />r. <br />w <br />J <br />a <br />L <br />� <br />Q <br />m <br />Z= <br />c, <br />A <br />d. n <br />t <br />m <br />W ~ <br />-� E <br />=� <br />Q <br />m E <br />> A <br />a CD <br />_.J'= <br />Z <br />W <br />10 <br />�o <br />e <br />y <br />W <br />m _ <br />g N <br />C <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 01-14-2 2 <br />REVISIONS: <br />date: initial: <br />r--------i O <br />I I I I � <br />I I <br />I I <br />I I 0 <br />tLL. <br />/N W U <br />V// N1 :�L c� <br />Z <br />(D 0 <br />\ I U�I \ \ HIP GIRDER TRU55 I <br />I HIP GIRDERTTRU55\ 4 <br />5D-2 5D-2 � 1 <br />HIP 61RDER TRU55 I I (51M.) I ~ O 'Q <br />4 LLM 0 U <br />o p I / \ I SD-2 I ;< LL n O d <br />\ 0 0' <br />(0 O J J <br />ROOF FRAMING PLAN <br />SCALE: 1/4"=1'-0" (2204 SHEET) <br />SCALE: 1/8"=1'-O" (IlxI 1 SHEET) <br />sheet: <br />Sm 1.3 <br />