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1:ML i.lib..., :k� _- -A1� d. A:U�L M <br />i73_Ti7W_J3FWJ W ! A - - . s _ u <br />OF 2) <br />I <br />11 <br />U- <br />0 <br />W <br />U- <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I EXTENT OF OVERFRAMIN6 <br />L'_ _'_'_l <br />9--- -° — —INDICATE5 I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOD PRAM I NG PLAN <br />SCALE: 1/4"= V-0" (2204 SHM <br />SCALE: 1/6"= V-0" (1110 SHEET) <br />ROOF FRAMING <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRUSS GONNEGTOR5. <br />• ROOF SHEATHING SHALL BE 1116" MIN. 0515MLYWOOD 5HEATHIN6 244b, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/t3'W.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 4 <br />06 O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRUSSES w/ RING SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLING 8 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <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 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS o 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />LENGTH 55 <br />GONNEGTOR <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD 5TUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE GONNECTED <br />WITH GONNEGTOR A5 L15TEP ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE EN61NEER OF RECORD TO DESIGN <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRU55 GON5TRUGTION". M$K HAS EN6INEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GAR05. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: X 11111 wi <br />* No 77824 <br />,^ STATE OF ter <br />r •, . 4 <br />© cop) �1�41iRN,�KUK `�, <br />�9f. 11 g�gi�4 Inc, <br />aCD <br />z <br />J� <br />W <br />W N <br />z_ <br />Z <br />z <br />W a <br />J <br />Q � <br />Z= E <br />. <br />U � 4 <br />c_ C� <br />W� <br />'a j <br />3: Q. <br />JZ <br />W � <br />C <br />y M <br />W C <br />C � a <br />IV <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: J,SB <br />drawn by: DR <br />issue date: 09-30-21 <br />REVISIONS: <br />date: initial: <br />03/11/22 DJR <br />sheet: <br />Sm 1.3 <br />WY <br />