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f3 <br />f) <br />f.7GAE:) f ANIAI nQ/`1QPPr-) RPAMG. <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• - - - BEARING WALL ABOVE <br />• BEAM / HEADER <br />• — — — LOCATION AND EXTENT OF SHEARNALL <br />EXTENT OF OVERFRAMIN6 <br />• - INDICATES 1/8"A" 5AN GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 2416, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 %'W.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES d <br />® 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO 6ABLE END Q DRAG <br />TRU55E5 w/ RING 5HANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ <br />SIMP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HANGERS 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER NTGA 8 TPI'S BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 I BRACING <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH d SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRUSS BEARING ON <br />> 15' <br />SIMPSON HIOA <br />HOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />HOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU HALL <br />ROOF 6.T., FLUSH BEAM OR <br />FLUSH 6.T. BR6. ON GMU HALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD <br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAHIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOAD5 5HONN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYP I GAL <br />STRUCTURAL NOTES $ SGHEDULE5 <br />♦� 5 . <br />seal: �•`%��••� ivs'. <br />:• No <br />-fir: :ice. <br />• •. S <br />00 F <br />" O '• a c <br />a• <br />/O N <br />© copyright : MULHERN & K�fE P 3 20 <br />Structural Engineering, Inc. <br />CD <br />z <br />JLU <br />w <br />w <br />z <br />o <br />Cv <br />M <br />z <br />w <br />J <br />ca.. <br />� <br />Cl) <br />Q <br />a <br />m <br />Z <br />Q o <br />v <br />U <br />�Q <br />m <br />F- <br />c <br />T3 a� <br />•S <br />cn <br />m S. <br />�C) <br />J� <br />Z <br />Vo <br />W <br />Y CO <br />o coo <br />y <br />m Vn <br />W <br />C N <br />W <br />CM a <br />Ivr <br />M&K project number: <br />068-1 9022 <br />project mgr: J,SB <br />drawn by: BC <br />issue date: 09-2 1 -2 `I <br />REVISIONS: <br />date: initial: <br />W I / I z <br />o <br />oCN I I a W <br />0 <br />J <br />HIP GIRDER TRU55 /I I / I z 0 LL <br />/ I � r / HIP GIRDER TRU55 <br />W <br />O 5E <br />-2 I 5D-2 <br />LL (51 M.) <br />(51 M.) I I HIP 61 RDER TRU55 F Jill— \ <br />o uJ / 4 <br />o� <br />0 0 F- <br />LU �' Q. <br />(y) cn <br />1 f f <br />ROOF FRAMING PLAN <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: I/W=l'-0" (IlxI 1 SHEET) <br />sheet: <br />Spol.3 <br />