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PPAV I AKIAI T—)0 1QQ=r-) RGAMG. <br />O O <br />O <br />o w <br />L. <br />o � <br />�- H <br />o0 <br />w <br />LL <br />W <br />�,n6 <br />�o <br />LL N <br />O <br />fY <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />EXTENT OF OVERFRAM I N6 <br />L--'-J <br />•- - - ----INDIGATE5 I/5"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORGED GMU GORE <br />ED (SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />ROOF �RAMING PLAN <br />SCALE: 1/4'*'-0" (22x34 SHEET) <br />SCALE: 1/6'*'-0" (110 SHEET) <br />ROOF FRAMIN6 <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRUSS GONNEGTORS. <br />• ROOF SHEATHING SHALL BE 7/I6" MIN. OSB/PLYWOOD SHEATHING 2a/6 <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" <br />RING SHANK NAIL5 (RSRS-01 OR EOUIV.) ® 6" O.G. AT PANEL EDGES & <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE 5LOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED ED6E5. <br />• ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPEG I F I ED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I <br />"GUIDE TO GOOD PRACTICE FOR HANDLING, I NSTALL I N6 4 BRAG I N6 <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 6 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® I6" O.G. <br />UPL I fT CONNECTORS <br />BEARING CONDITION <br />TRUSS <br />GONNEGTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />SINGLE ROOF TRUSS BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />SINGLE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EAGH ROOF TRUSS SHALL BE GONNEGTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN <br />THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRU55 GONSTRUGTION". MrtK HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE--I-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal: <br />•�;`�,�`tlEiill� <br />G. Fp,��ff, <br />i <br />No 77824 <br />STATE OF <br />© copyriotVA.HIE9N;&XLP <br />F ! <br />Structural Q rf6enpg,'Ir�C. <br />,.. , . <br />az <br />z <br />JLU <br />w <br />w <br />Z <br />c <br />z <br />'- <br />w <br />a <br />J <br />Q <br />N <br />� <br />Z= <br />Q� <br />A <br />c E <br />CC <br />w <br />j <br />T <br />0° E <br />.L a <br />a • <br />a <br />=J <br />W <br />� <br />H 00 <br />Y <br />C <br />y <br />M Uh <br />Y.1 <br />C N <br />cc <br />M a <br />Mr <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J•SB <br />drawn by: <br />M�JT <br />issue date: <br />0 5-2 8-21 <br />REVISIONS: <br />date: <br />initial: <br />CD <br />z <br />LL <br />0 <br />0 <br />sheet: <br />Lot.," <br />c <br />O <br />d <br />0 <br />0 <br />LL <br />J <br />W <br />U� <br />� <br />Ca <br />z <br />� <br />0Cn <br />n <br />a <br />H <br />z <br />J <br />a <br />O <br />� <br />a <br />IL <br />�r <br />N <br />Q <br />Y <br />J� J <br />Sm 1.3 <br />